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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o. Okružní 19a 638 00 Brno Czech Republic Phone: +420 532 045 813 Fax: +420 532 045 815 e-mail: [email protected] www: http://www.kpsag.cz http://www.kpsag.eu VAT Reg.No.: CZ26259681
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KRÁLOVOPOLSKÁ - kpsag.cz · PDF fileKRÁLOVOPOLSKÁ STRESS ANALYSIS ... - non-computational assessment of pipelines for static and seismic load ... CAESAR II CAESAR II....

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Page 1: KRÁLOVOPOLSKÁ - kpsag.cz · PDF fileKRÁLOVOPOLSKÁ STRESS ANALYSIS ... - non-computational assessment of pipelines for static and seismic load ... CAESAR II CAESAR II is a

KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o. Okružní 19a 638 00 Brno Czech Republic Phone: +420 532 045 813 Fax: +420 532 045 815 e-mail: [email protected] www: http://www.kpsag.cz http://www.kpsag.eu VAT Reg.No.: CZ26259681

Page 2: KRÁLOVOPOLSKÁ - kpsag.cz · PDF fileKRÁLOVOPOLSKÁ STRESS ANALYSIS ... - non-computational assessment of pipelines for static and seismic load ... CAESAR II CAESAR II is a

KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o. was founded by a founder paper dated December 13th, 2000 and was registered in the Trade Register, run by the Regional court, on September 3rd, 2001 in the 49361/2001.

Identification Data of the Company:

VAT Reg.No.: CZ26259681

Contact Data:

Residence of the Company: Brno, Okružní 19a district Brno-město, PSČ 638 00 Czech Republic Telephone: +420 532045813, +420 532045816 Fax: +420 532045815 E-mail: [email protected] www: http://www.kpsag.cz http://www.kpsag.eu

Company management:

Director: Ing. Jaromír Svoboda, CSc. Telephone: +420 532045813 Mobile phone: +420 776073847 E-mail: [email protected]

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

Quality politics:

KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o. has implemented a quality management system according to standard EN ISO 9001:2000.

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

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Královopolská SAG is a company founded by the employees of the Stress Analysis Department of Královopolská RIA, a.s., former Stress Analysis Department of Královopolská strojírna Brno, a.s., and is a direct succession organization company. It means that Královopolská SAG takes over all the plentiful and more than 40 years experience of that department.

It is particularly practiced in the execution of statics, dynamic and thermomechanic calculations, solution of structural and in many cases also production and assembly problems of equipment and piping for chemical, nuclear and energy industries, supplied as masterpieces or complex supplies by Královopolská, a.s. for domestic or foreign chemical companies and for nuclear power plants Jaslovské Bohunice, Mochovce, Dukovany and Temelín.

Královopolská SAG offers:

- stress and strain analyses of: - pipeline systems including supporting parts and supporting steel structures; - apparatuses (pressure vessels, heat exchangers, reactors, columns, etc.) of any shapes,

types and sizes including anchorage; - tanks of any sizes and shapes (cylindrical, multi-cylindrical, spherical, angular)

including anchorage; - water towers of any sizes and shapes; - steel structures of any types and sizes (technological platforms, supporting steel

structures of apparatuses and piping, halls, crane tracks, etc.) including anchorage; - cranes of any types, hoisting facilities and assembly aids; - pumps; - fittings; - flange joints on the basis of detail stiffness analysis for all types of flange connections

and sealing; - and others.

- stress and strain analyses with the following loads: - static (of any force and deformation character); - dynamic (of any force and deformation character including special loads like wind,

seismicity, operational vibrations, etc.); - thermal fields (steady or unsteady, including shocks).

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

- stress and strain analyses of various types: - static linear and nonlinear (geometric or material

non-linearities); - dynamic (eigen values and modes even in

complex range, harmonic vibrations, expansion according to eigen modes, direct integration for linear or nonlinear systems);

- seismic for any defined excitations including the method of spectra response (mono and multi-spectral analysis) and calculation of HCLPF factor;

- calculations of thermal fields and thermomechanical calculations (steady, unsteady, linear, non-linear);

- fatigue - stability - various special problems like contact tasks,

interaction problems fluid - elastic substance, fracture mechanics, vibration of tall, slender stacks in the wind including the dampers design, etc.

- stress analyses according to various codes and standards: Czech standards, American codes, British, German, Russian standards, Eurocode etc.

- stress analyses of various levels: starting from basic (standardized) to most complicated check calculations (most

frequently FEM).

- documentation on the status of the equipment: from the stand-point of strength according to the customer requirements.

- assessment of the results acquired by measurements (temperatures, vibrations, displacements, etc.) from the stand-point of strength and life

expectancy of the equipment.

- calculations of lifetime or programs of controlled aging

- probability methods in stress analysis

- inspections of pipelines and processing equipment

- non-computational assessment of pipelines for static and seismic load

- advisory activities in the area of stress analyses

- coordination and organizational activities in the area of stress analyses: - bigger subcontract units; - interdisciplinary coordination;

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

- opponencies in the area of stress analyses

- elaboration of methodical materials for stress analyses

- programming

- modeling (3D) of structures and components of processing equipment including drawing documentation

- project documentation detailed designs for chemistry and energetics including processing of isometric drawings of pipeline systems

- production documentation - apparatuses for chemical and power industry including nuclear power engineering

(process and storage tanks pressurized or non-pressurized, heat exchangers complete with their design based on specified parameters, towers, filters etc.)

- pipeline systems for chemistry and energetics - steel structures - jacking and transport equipment

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

CC.. PPeerrssoonnnneell The company employs twenty people, 17 of them are university graduates (mechanical or

civil engineering faculties, faculty of mathematics). Four members of the staff have PhD title. All employees have long term experience in their particular domains (they have worked in stress analysis since their graduation). Three experts are members of the Czech Technical Standardization Committee (ČNI) and have worked in teams on the creation of new standards for a long time (stress analysis of nuclear power plants equipment, pressure vessels and steel structures), 3 employees worked on the creation of methodical materials for stress analyses of nuclear power plants equipment. A few employees worked on the grants in stress analysis area.

SAG has employees owning certificates for design and stress analysis of nuclear power plants of VVER type issued by the Institute of Technical Inspection in Prague (Institut technické inspekce), affiliate of Nuclear Energy. One employee of our company has authorization for revisions, pressure and tightness tests of pressure vessels, issued by the Institute of Technical Inspection Prague, affiliate Brno.

Our company cooperates closely with a series of professional institutions, scientific organizations and reputable experts.

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

DD.. SSooffttwwaarree oowwnneedd bbyy tthhee CCoommppaannyy

AUTODESK INVENTOR Autodesk Inventor offers the power of innovative adaptive technology as well as the

flexibility of parametric modeling. Adaptive technology provides greater flexibility to capture design intent as well as manage and edit small to large assemblies. The benefit of adaptive technology is the ease with which you can create part relationships directly, rather than depending solely on complex equations or dimensions. Autodesk Inventor allows:

-- creation of 3D models and 2D manufacturing drawings - creation of adaptive design elements, parts and assemblies - administration of many thousands parts and large assemblies - import and export both the STEP and IGES file formats and supports the DWG,

DXF™ and SAT (ACIS®) formats as well as 3D Studio VIZ®, and 3ds max™ for output only

- build programs for automation of repeating tasks - collaborate in the drawing process with several designers - using internet to share data and communication with customer

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

AUTODESK AutoCAD Mechanical Software for 2D mechanical design and engineering, offering enhanced tools. It make

possible to produce drawings, BOM (bill of materials) and other reports. AutoCAD Mechanical operates with Autodesk® Mechanical Desktop® and Autodesk Inventor™.

PV Elite A comprehensive program for the design or analysis of tall towers and horizontal vessels

according to ASME Section VIII Division 1 and Division 2, and PD-5500 (British Code). The program also includes modules for most vessel components including nozzles, flanges, baserings, and WRC107.

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

COSMOS/M

Modern computation system for solving vast task in field engineering analysis. Support of a robust and fast sparse matrix solver for superior performance in the analysis of large and complex systems. It make possible for you to analyze your models under real-life conditions such as linear static analysis, natural frequencies, buckling and heat transfer analysis also dynamic response analysis, contact tasks, geometric and material nonlinearities and fatigue. The program is standardized by the SÚJB (State Office for Nuclear Safety) for stress analysis of nuclear power plants equipment.

GEOSTAR is a powerful interactive 2D/3D geometric modeler and finite element pre- and post-processor for COSMOS/M`s complete suite of analysis modules. It provides the user with a fast and intuitive graphical user interface to develop complex models or to import them from CAD programs for analysis preparation, analysis submission, and the subsequent results evaluation. On-line help, pull-down menus, icons and toolbars along with descriptive command names help you take immediate advantage of COSMOS/M's power.

Review of moduls:

• GEOSTAR - Pre- and Post-processor • STATICS – Linear static analysis • DYNAMICS – Natural frequencies and

buckling • THERMAL – Heat transfer analysis • ASTAR – Dynamic response analysis of

systems subject to all types of excitations • NSTAR – Nonlinear static and dynamic

analysis • FSTAR – Fatigue analysis • OPSTAR – Design optimization

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

SYSTUS General, multi-physical set of programs for computational

analysis of structures and constructions based on the finite element method (FEM). Systus has been developed by ESI Software, France, specialized in programs for computer simulation and virtual prototyping. SYSTUS is generally known program with a series of installations in the world. It is similarly on the same level as ANSYS and COSMOS programs. That is why its description will be strict, compared to other programs. The program is standardized by the SÚJB (State Office for Nuclear Safety) for stress analysis of nuclear power plants equipment. Preprocessing:

Geometry modeling, 8 algorithms for creation of plane meshes, 7 algorithms for creation of volumetric meshes, general spline planes, algorithms for automatic local mesh refinement. Wide possibilities of mesh corrections. Tools for mesh quality check. Geometry import in IGES, STEP and VDA formats - cooperation with CAD programs. Visualization of specified loads, boundary conditions and material properties as isoplanes, vectors and symbols. Procedures for connection of beam, shell and volumetric elements. Postprocessing:

Combination of individual loads and load cases. Visualization of results in the form of isolines, isoplanes, symbols and vectors. 2D and 3D graphs. Printout of any values. Assessment of the results according to ASME and RCCM codes. Graphics - rendering, transparent visualization, animation, sections, tools for text creation and its positioning, multiwindow, postscript images, TIFF, HPGL. Statics:

Linear and nonlinear – large displacements, large rotations, large distortions. Stability analysis - linear and non-linear. Contact problems - mutual displacements of contact surfaces, friction. Fracture mechanics. Dynamics:

Eigen values and eigen modes, also in complex range, direct integration, expansion according to eigen mode, mono-spectral and multi-spectral analysis including ZPA effect and any combination of modal responses, stochastic dynamics, sensitivity analysis, modal synthesis, fluid - structure interaction (Euler formulation), non-linear dynamics. Heat and Theromechanics:

Linear, non-linear, steady and unsteady convection, conduction and radiation, phase changes (changes of enthalpy), heat exchange pipeline - medium, mutual influence of thermal and thermomechanical calculation, thermal and thermomechanical calculations of shell structures.

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

Material Behavior Models: Elasticity and hyperelasticity – linear and non-linear, elastoplasticity, cyclic

strengthening, viscoplasticity, creep, viscoelasticity, material behavior laws defined by the user. All material properties can be temperature dependent. Solvers:

Direct and interactive solvers, solvers for symmetric and non-symmetric matrices. Non-linearities - Newton-Raphson and modified Newton-Raphson, BFGS, RIKS, automatic selection of load increment and time step, mesh change during solution - value transfer. Substructuring – statics and dynamics. S.I.L. – Systus Interface Language:

Tool - programming language, providing direct access to SYSTUS databases, work with computational model, load, boundary conditions, material properties, computational results and their visualization, parameterization, creation of various functional relations, etc.

CAESAR II

CAESAR II is a comprehensive program for pipe stress analysis.

CAESAR II includes a full range of the latest international piping codes. It provides static and dynamic analysis of pipe and piping systems and evaluates FRP (fiber reinforced plastic), buried piping, wind, wave, and earthquake loading, expansion joints, valves, flanges and vessel nozzles, pipe components and nozzle flexibilities.

The program automatically models structural steel and buried pipe and provides spectrum and time history analysis and automatic spring sizing. CAESAR II includes component databases and an extensive material database with allowable stress data.

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

ADLPIPE

ADLPIPE program, based on the finite element method (FEM), offers a collection of tools for design and check analysis of piping systems. Task solution can be made in accordance with ANSI, ASME and British Standard codes. Possibilities of computational model creation: - interactive modeling of pipeline systems; - selection of English/ metric/SI units - databank of pipeline components and supporting

- ANSI and JIS database of pipeline components and materials - catalog of piping supports of the following manufacturers: Grinnell, Bergen-

Paterson, Basic Engineers, Pipe Technology, Sarathi, Lisega - general library „Stress Intensification Factor – SIF“ according to ANSI, ASME and British

Standard codes (or possibility to define SIF by the submitter) - built-in flexibility factors or their calculation for individual pipeline components designed

according to ANSI, ASME and British Standard codes - currently used types of boundary conditions (homogenous and linear) - bi-directional support of given stiffness (can be entered in all three axes) including friction

consideration - solution of the contact task using bi-directional support of given stiffness with gap (can be

entered in all three axes) including friction consideration - friction in supports - bilinear supports Carried analyses of piping systems: - Static analysis - deadweight load - thermal field load - arbitrary deformation load - static forces whose effects correspond to dynamic effect of earthquake („g“ loading) - wind load (constant and variable) - external forces and moments load - Dynamic Analysis - eigenvalues/eigenmodes - mono-spectral and multi-spectral seismic analysis including ZPA effect and all methods of

modal responses superposition according to the NRC ReGuide 1.92 - arbitrary force or deformation time dependent load - trigonometric, polynomial expression

of time function, or arbitrary time function formulated by a table - restart possibility Other Possibilities - Analysis of one-dimensional unsteady thermal field

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

Used pipeline standards: - ASME Section III NB-3600 (Class 1) – 1972, 1974, 1977, 1980, 1983, 1986, 1989, 1992, 1995, 1998 - ASME Section III NC-3600 (Class 2) – 1972, 1974, 1977, 1980, 1983, 1986, 1989, 1992, 1995, 1998 - ASME Section III ND-3600 (Class 3) – 1983, 1995, 1998 - ANSI B31.1 – 1967, 1973, 1977, 1980, 1983, 1986, 1989, 1992, 1995, 1998 - ANSI B31.3 – 1980, 1990, 1993 - ANSI B31.4 – 1979, 1989, 1992 - ANSI B31.5 – 1992 - ANSI B31.8 – 1995 - BS3351 (1971) + Amendment 3448 (1981) - BS806 – 1993

NEXIS, ESA PT Program based on the finite element

method (FEM). It is a graphics oriented software for design of building and mechanical structures. The program enables: - static calculations for arbitrary load

according to the theory of first and second order

- static calculations in non-linear range - stability calculations (critical load,

buckling) - dynamic calculations - calculation of eigen values and eigen

modes (iteration of semi-space method) - calculation of structure response to

harmonic load - calculation of the structure response to

static and dynamic wind effect according to ČSN 730035

- calculation of vibrations of slender cylindrical structures perpendicularly to the wind flow according to ČSN 730035

- calculation of structure response to seismic effects. For determination of seismic load ČSN 730036 or ANSI codes can be used or arbitrary spectrum of response can be entered.

- calculation of structure response to general dynamic load using direct integration or expansion according to eigen modes

The elements library contains a series of beam and square elements (with shear influence) which makes possible to solve arbitrary truss and shell structures including their combinations, e.g. lattice structures, frames, grates, plates, walls, shell structures, etc. The program also contains a unique module for solution of subsoil and structure interaction.

The program uses a productive and considerably automated generator of finite element mesh including models of a series frequently used structure types and structure joints.

An extensive data bank and a data bank of cross sections (rolled, welded, concrete, etc.) are available. The cross section, which is not contained in the data bank, can be entered by its characteristics or by its contour. The program can determine cross section characteristics for any general cross section.

The postprocessor supports a combination of responses in individual load cases and assessment of lattice steel structures (including stability) according to various codes.

The program supports the following codes: ČSN 731401, STN, Eurocode 3, DIN 18800, ÖNORM 4300, NEN 6770 - 6771, AISC - ASD, AISC - LRFD and CM 66. Assessment of screwed and welded frame joints according to EC3 can be also performed.

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

STATES STATES program system is intended for assessment of limit states (according to NDT

A.S.I. SECTION III., ASME Code Section III. codes). It contains, among others, the following basic sub-programs:

STATESM – MONOTON - calculation and assessment of pressure vessels and bodies strength for monotone loads

STATESF – FATIGUE - assessment of pressure vessels and steel structures for fatigue in the stage of defect initiation

STATESS - STATESU - FATIGUE - assessment of screws and bolts strength for monotone load and fatigue

STATESG - calculation of defect growth in vessels and bodies, determination of critical defect size

MMDB - material databank

The program is standardized by the State Office for Nuclear Safety (SÚJB) for stress analysis of nuclear power plants equipment.

JAPAR The program, based on the finite elements method (FEM), is intended for stress analysis

of piping systems, frame structures and their combination in linear region with assessment according to RTM 108.020.01-75 (correction of older codes of INTERATOMENERGO - Russian standard for nuclear power plants) or according to NDT A.S.I. SECTION III - Czech standard for nuclear power plants.

The program enables determination of the response to all types of static loads and arbitrary boundary conditions.

The program conducts modal analysis (calculation of eigen values and eigen modes) in the area of dynamics. This is done for mono-spectral and multi-spectral seismic analysis including ZPA effect. The program has two graphics postprocessors: JAPAGRA - gives the summary of results and assessment. Sorting of pipe branches

according to safety margin in various criteria and sorting of modes according to either of output magnitudes of seismic solution.

JAR - can create drawings of pipeline system according to design custom practice.

The program is standardized by the State Office for Nuclear Safety (SÚJB) for stress analysis of nuclear power plants equipment.

STAPAR The program based on the finite element method (FEM) is intended for stress analysis of

pipeline systems, frame structures and their combination with emphasis on solution of lattice structures. The assessment of lattice structures is made according to ČSN 731401 and assessment of pipeline is made according to ASME B31.1.

The program can solve the same problems like JAPAR. In addition, the program can solve linear stability problem (stability eigen values and eigen modes) including unique possibilities like inclusion of tilting effect (stability with regards to bending moments) in the global model or solution of linear stability problem not only in the statics but also for individual eigen modes and combine rate of risk of stability failure (beside other magnitudes) in the spectra response method.

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

The program makes it further possible to perform a geometrically non-linear solution. For easier entry of certain types of imperfections the program includes the possibility of tilting the geometry by defined angle without changing the direction of loading effects including deadweight (initial imperfections simulate certain types of incorrect assembly).

The program is standardized by the State Office for Nuclear Safety (SÚJB) for stress analysis of nuclear power plants equipment.

MOVYKO MOVYKO is a program based on the finite element method (FEM) that can solve plane

and rotation symmetrical task, loaded by symmetric or non-symmetric loads.

Types of solved tasks: - linear static analysis - thermal and thermomechanical analysis - thermomechanical analysis of flange joints (sub-programs

SRSP01 and SRSP02) Stress assessment in defined cross sections can be subsequently made by the STATES program system.

The program is standardized by the State Office for Nuclear Safety (SÚJB) for stress analysis of nuclear power plants equipment.

ROSA The program performs static and dynamic structure analysis based on the finite element

method (FEM). The program has an extensive library of finite elements - e.g. 3D truss elements, 3D beam

elements, membrane elements with plane state of stress - triangular and quadrilateral, further two- dimensional finite elements - triangular or quadrilateral (distortion in a plane, plane state of stress, rotational symmetry), three-dimensional body elements made of eight nodes, three-dimensional plate and shell elements - triangular or quadrangular, edge elements, three-dimensional thick shell elements and three-dimensional elements straight or curved pipe elements.

All analyses described above are proceeded in linear range. Static analysis can be made for any force and deformation load, including load by steady

thermal field. Dynamic analysis can be used for the solution of the following tasks: - solution of eigenvalues and eigen modes (for smaller tasks the method is based on the

features of Sturm sequence, for larger problems the technique of subspace iteration is used) - steady harmonic vibration of the structure - response on any dynamic loading by expansion according to the eigen mode - response on any dynamic loading by direct integration method - response by means of spectral analysis

RONAP The program is used for evaluation of the results received from the solution of the static

and spectral seismic analysis achieved by ROSA program (components of stress, forces and moments). Further the RONAP program is used for achievement and evaluation of result combinations, received from the ROSA program.

Maximum shear stress theory is used for assessment of stresses. The combination of individual load cases can be done by means of the linear algebraic combination (including the signs), combination of absolute values or combination by SRSS method. Created

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

combinations of load cases represent new load cases that can be combined again. For the final combination of load case with signs and load case in absolute values all possible combinations of stress components of both cases are performed automatically and resulting equivalent stress is determined.

Each load case can be multiplied by selected factor for the calculation of arbitrary combination of load cases.

SEINV The program for calculation of horizontal and vertical seismic effects on a vertical tank

with liquid. The solution of the response on horizontal seismic excitation is made separately for “impulsive” and “convective” influences of liquid on tank vibrations, i.e. on condition of weak coupling between eigen modes of the tank and eigen modes of free liquid level.

Impulsive response is solved with taking effects of tank deformations into consideration. The response solution goes from the knowledge of eigen modes of the tank with liquid (can be determined quite exactly with exclusion of interaction problem solution). Impulsive hydrodynamic pressure is determined from the speed potential of the liquid in the tank acquired by solution of Laplace differential equation (Euler formulation) for the boundary conditions corresponding to the eigen mode of the tank. The tank responses are solved using the expansion according to eigen modes.

The solution of tank response on the convective component of the hydrodynamic pressure, i.e. on vibration of free liquid level, consist in determination of speed potential of liquid in the tank whose deformation can be neglected. The potential can be determined by solution of Laplace differential equation (Euler formulation) for given boundary conditions, corresponding to the given forced movement of ideally rigid tank and respecting the movement of free liquid level. The vibration of liquid level and hydrodynamic pressure on the tank wall are determined from the speed potential.

Resultant response of the tank on horizontal effects is determined by the superposition of “impulsive” and “convective” response.

Vertical vibration of the liquid in the tank is solved with taking elasticity of the tank wall and compressibility of the liquid into consideration. Seismic excitation of the tanks is considered in the basis (data entry by means of spectra of response). The following most important results can be achieved by the program: - horizontal frequency of the tank with liquid

(impulsive and convective); - vertical frequency of liquid in the tank; - presumable maximum hydrodynamic

pressures on the wall and bottom of the tank;

- presumable maximum internal forces along the height of the tank (on the whole cross section of the tank);

- total load of the subsoil under the tank; - load of the subsoil ring under the tank wall;

The results of the program were successfully tested both by comparing with the results of other programs (SYSTUS and ANSYS) and by means of tests on models with excitation in the basis. The program can

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

be used both for cylindrical and multi-cylindrical tanks.

The program is standardized by the State Office for Nuclear Safety (SÚJB) for stress analysis of nuclear power plants equipment.

SEINH SEINH is a program similar to SEINV program but solves horizontal and seismic effects

on vertical square (rectangular plan) tanks with liquid.

PVESS PVESS is a software for dimensioning of pressure vessels. It is intended for stress

analysis of pressure and non-pressure vessels and their parts according to following codes: - ČSN 690010 Stationary pressure vessels - AD-Merkblätter series B a S

GEONEL GEONEL is a program based on the finite element method (FEM). It is particularly a

testing and development program and its successful parts can be consequently used or included in other programs. The program is used for the analysis of lattice structures. It deals particularly with non-linearities in the statics. In dynamics it can be also used for modal analysis of mechanical systems in complex range (complex eigen values and eigen modes) and for solution of harmonic excitation of systems for non-proportional damping (contains a solver of systems of linear algebraic equations in complex arithmetic). The program is continuously developed and can be easily modified.

VN VN is a program based on the finite element method (FEM). Using beam elements it

makes possible to solve global response of tall vessels (reactors, columns, towers, etc.) with arbitrary anchorage. It solves static task, modal analysis, response on seismic excitation using the spectra response method (also according to the ČSN 690010 4.22) and problems of static and dynamic component of the response from the wind in accordance with the ČSN 690010 4.22 (can be modified according to other standards).

The conditions of transverse vibration origination are assessed according to ČSN 690010 4.23, excitation and damping are quantified according to ČSN 730035 P2.17 to P2.19. Strength checks of dangerous points are performed according to ČSN 690010 4.23. Everything can be modified according to other codes.

ROTOKAR ROTOKAR is a program for solution of the circular vibration of rotors. It uses the

solution of the system of algebraic equations and of the problem of eigen values and eigen modes in complex range for linearly lined up elements. With the exception of general tasks (critical speed and modes) the program can even discover the loss of stability (buckling).

D3D The D3D program serves for assessment of fatigue usage cumulation. The general

loading process is divided into elementary loading cycles using the rain flow method applied in an unique way also on triaxial state of stress.

Except for the above-mentioned programs we also own a series of programs for special purposes, for example:

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

- various pre- and post-processors for above mentioned programs (often programs for discretization of parametric, often used models); - programs for often repeated tasks - assessment of screwed joints, welds, nozzles, saddle supports of vessels, elements of apparatuses anchorage, flange joints, standardized steel structures, etc. - programs for often used standards, etc.

The programs have been mostly created by our experts. Our staff members are also authors of some of above mentioned programs (JAPAR, STAPAR, GEONEL, ROTOKAR, ROSA, RONAP, SEINV, SEINH, D3D). From the above mentioned facts it is clear that we can respond quickly to customer requirements, even in cases of necessity of new software or modification of current software.

We use also common software like Microsoft Office 2000, MathCad 12, CorelDRAW 9,

Exceed v.7.1, Exceed 3D v.7.1 etc. Since the MathCad is the software for solution of applied mathematics tasks working with the method of real mathematics representation it enables easy entry of mathematics tasks and creation of computing protocols. That is why we use it for analytical calculations and effective processing of calculation procedures according to arbitrary codes used for solution of given problem.

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

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Files of Královopolská SAG contain cca 2700 bundles of reports which represents approximately the same number of successfully solved problems in the field of stress and strength and durability of equipment for chemical industry, nuclear energy and further related business branches.

Equipment for chemical industry and related branches

We can present the following examples: - shells of high pressure reactors, stress analysis, construction solution and tightening of

their flange joints (ammonia, urea, etc.) - local chemical companies, Poland, Russia;

- reactor repairs – critical crack size determination, analysis of feed trays etc. - Litvínov.

- huge storage tanks for oil and oil products, stress analyses, assembly problem solution, solution of tank settlement on subsoil with low bearing power – Basrah, Iraq; Slovnaft, Slovakia, Byelorussia – Novopolock etc.

- special tanks, analyses, solution of assembly problems (multi-cylindrical tanks, chamber storage tanks, spherical tanks with special supporting) – Mochovce, Košice, Daleké Dušníky, etc.

- columns (tall slender apparatuses), analyses, solution of vibration problems – Slovnaft, domestic chemical companies, Egypt, Russia (Tuapse), Linde, Aral, etc.)

- special heat exchangers, stress analysis – Russia, Serbia – Novi Sad (ASME), Byelorussia – Novopolock, Slovakia - Slovnaft etc.

- tube systems of reaction and pyrolysis furnaces (units of steam reforming – ammonia, hydrogen, methanol, ethylene), calculations, assembly procedures, assembly supervising and commissioning – Ukraine (Severodoněck, Gorlovka), Russia (Nevinnominsk, Toliatti, Berezniki, Kemerovo, Lisičansk, Kstovo, Groznyj, etc.), Uzbekistan (Fergana, Čirčik, Latvia (Ionava), Bulgaria (Dimitrovgrad);

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

- stacks of pyrolysis furnaces and boilers, solution of vibration problems, calculations, dampers design, their assembly and tuning – Russia (Kstovo, Salavat, Angarsk, Lisičansk), Austria (Linz), Hungaria (Kispest) etc.

- water reservoirs, complete stress analyses including dynamic loads (wind, seismicity), foundation design - Michalovce, Most

- tanks in seismic areas – China (Shen-Tou)

- piping, complete stress analyses including supporting and auxiliary structures – ČOV Plzeň (piping of sludge and gas management), ČOV Poprad – Matejovce (piping of feeding collector), ÚČOV Bratislava, Duslo Šala (fiber laminate), Synthesia Pardubice (fiber laminate), BRD - Hylube Zeitz etc.

Equipment for Nuclear Power Plants Královopolská, a.s., as final supplier, made a series of detail stress analyses including

service life assessment, involving thermal and seismic loads, for the Czech and Slovak nuclear power plants (Temelín, Dukovany, Mochovce and Jaslovské Bohunice) as a part of strength proof documentation of equipment supplied by the final supplier. The analyses were made for pressure vessels, complicated heat exchangers including supporting steel structures, special tanks, piping systems, technological platforms, etc. Our department and later our company bore all professional guarantees of stress and strain analysis. The professional guarantor organized all coordination, methodical and consultation activities for stress analysis and all subsequent correction measures for all subcontractors.

Members of our staff made detail stress and strain analyses of equipment and facilities for

the following companies:

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

Temelín Nuclear Power Plant 1. block – 21 apparatuses including anchorage

and supporting steel structures 6 types of tanks including anchorage evidence documentation of a series of fittings and valves design of anchorage of a series of objects (pumps, blowers, etc.)

2. block – 22 apparatuses including anchorage

and supporting steel structures 6 types of tanks including anchorage 10 technological platforms evidence documentation of a series of fittings and valves evidence documentation for anchorage of 8 types of pumps

BPP - 5 types of apparatuses including

anchorage and supporting steel structures 16 tapes of tanks 9 technological platforms

Analyses of heat exchangers for emergency

after-cooling (participation on the program of controlled aging and detail analysis of service life based on real measured load cases), after-cooler of water supply, degassifier of boron regulation, water cooler of axial hydraulic bearing of refilling pumps, tank of pure boron condensate, etc.

1. and 2. block – piping systems (stress analyses for static and dynamic loads including

suspension of piping and supporting steel structures) important from the standpoint of nuclear safety, e.g.: Systems of emergency after-cooling: a) systems outside the containment: - high pressure piping - piping of boron basin heating - piping of emergency after-cooling - steam and condensate piping b) system inside the containment: - spray piping - inlet of boron to the basin of burnt-up fuel Auxiliary systems of I. circuit: - Refilling and regulation of I. circuit with boric acid - System of hydro-test and sensors flushing Cleaning of radioactive media: - Tank and reagent management - Continuous water cleaning of I. circuit - Refilling of clean condensate - Drainage water of primary circuit cleaning - Collection of waste waters. Radioactive waste processing: - Machine technology of the bitumination line.

Influence of vibration on service life was included in some systems.

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

Mochovce Nuclear Power Plant Complex seismic reassessment including detail inspections and their documentation. The

seismic database for 1. and 2. block contained around 7500 items (apparatuses, tanks, pumps, blowers, steel structures, pipeline branches, fittings, valves, etc.).

Members of our staff made detail stress and strain analyses of the following equipment

and facilities: 1. block: 3 types of apparatuses (detail analysis) including the supporting steel structures

11 types of tanks (interaction problems at seismic excitation) including the anchorage of supporting steel structures of the vacuum bubbling tower

2. block: 3 types of apparatuses (detail analysis) including the supporting steel structures 12 types of tanks (interaction problems at seismic excitation) including the anchorage 12 technological platforms

We can select at random: SAOZ heat exchanger, regenerating heat exchanger with after cooler, cooler of steam-gas mixture, active concentrate tank, tanks of emergency level of boric acid, hydro-accumulators, etc. 1. and 2. block: - piping systems – analyses of similar systems like for Temelín nuclear

power plant.

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

Dukovany Nuclear Power Plant Sedimentation tanks - assessment of the tanks conditions in connection with their use and assumed service life (basic and check stress analyses);

Analyses of piping systems for burnt-up fuel basin cooling 1. to 4. block (important systems of technical water)

Drainage piping of the emergency bubble system to the cooler Recirculation piping of gas mixture Piping of water filling and drainage of the emergency bubble system Piping of water cleaning of the primary circuit Recirculation piping of the contact apparatus Piping of steam generators blowdown Water filling to HBV – water distribution from the pumps Waste water drain piping SAOZ heat exchangers piping - low pressure - high pressure Regenerating heat exchanger piping Filling and gas regulation piping Hydro-accumulator piping Collector of coolant removal

Jaslovské Bohunice Nuclear Power Plant SAOZ heat exchangers piping - low pressure - high pressure Piping of steam supply to degassifiers Regenerating heat exchanger piping Piping of water cleaning for the primary circuit Piping of the emergency bubble system drainage Piping of technical water

Bruce Power A, B - Ontario, Canada Carrying out the models and stress analysis of piping systems within the „Flow Accelerated Corrosion program“.

BNFL – Sellafield, U.K. Pipe analysis within the „Pipe Support Maintenance Survey project “.

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

* Members of our staff also supervised the documentation of all stationary pressure vessels

that were manufactured in Královopolská Brno. They supervised observation of particular codes and rules (including design codes) that were specified in contracts. Each pressure vessel received an approval certificate that became part of complete documentation of the pressure vessel.

Pressure vessels were of various design and determination (e.g. pressure vessels for nuclear power plants, columns, heat exchangers, agitators, storage tanks, filters, chlorine containers and special tanks). The total number is more than a thousand pressure vessels that were supplied as part of complete units or masterpiece products. There are a few examples like Slovnaft Bratislava, CHZ Litvínov, Duslo Šaľa, nuclear power plant (NPP) Dukovany, NPP Temelín, NPP Jaslovské Bohunice, steam reformings in Russia, refineries in Iraq, Syria, etc.

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KRÁLOVOPOLSKÁ STRESS ANALYSIS GROUP s.r.o.

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Czech Republic

ABB Lummus Global s.r.o. ABT s.r.o. Kladno AKVAEL s.r.o. ALPROCON s.r.o. ALSTOM Power, s.r.o. BCS Engineering, a.s. Česká rafinérská, a.s. ČEZ, a.s. - JE Dukovany ČEZ, a.s. - JE Temelín DIAMO, státní podnik DOTEC ENERGO INTERNATIONAL s.r.o. EASTMAN SOKOLOV, a.s. EXMONT–Energo a.s. Ferox, a.s. HAIFA, s.r.o. Chemoprojekt, a.s. CHEMWELD, s.r.o. Chepos Engineering, spol. s r.o. I&C Energo a.s. INVEST projekt NNC, s.r.o. KOCH-GLITSCH s.r.o. Královopolská RIA, akciová společnost

Královopolská strojírna Brno, a.s. LAVIMONT DESIGN, spol. s r.o. LAVIMONT, spol. s r.o. LIBERECKÉ KOTLÁRNY – Hölter, s.r.o. LURGI PRAHA, s.r.o. MICo, spol. s r.o. MND STAVOTRANS a.s. NTS, s.r.o. Panbex Holding, s.r.o. PROKOP ENGINEERING Brno, spol. s r.o. PTS Engineering s.r.o. Sigma Energo s.r.o. ŠKODA PRAHA a.s. ÚAM Brno s.r.o. ÚJV Řež, a.s. Vetropack Moravia Glass, a.s. VUCHZ, a.s VUJE Česká republika s.r.o. VUT FAST Brno YTONG CZ s.r.o. Mělník YTONG, a.s. Hrušovany ZVU Engineering a.s.

Slovak Republic APOLLOPROJEKT, s.r.o. ENSECO a.s. IBOK, a.s. JE Mochovce JE Jaslovské Bohunice MONZAR spol. s r.o. NAFTA STROJ, a.s. SK RIA a.s. SLOVNAFT, a.s. SLOVNAFT MONTÁŽE A OPRAVY a.s. TECHNOS, a.s.

Great Britain BNFL - Sellafield NNC

Netherlands APEX Group

Canada Bruce Power