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© . ., . ., 2014 666.972 . . , . . - , 200 ° - , , 70/85. : , , , , , , . , - - 50/60 90/105, - - . - - 50/60, . (High Performance Concrete) - - - . - - , - , - . , : , , - , . , , . , - . 1. - -
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Влияние масштабного фактора и повышенных температур на прочность и деформации высокопрочного...

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Page 1: Влияние масштабного фактора и повышенных температур на прочность и деформации высокопрочного модифицированного

© . ., . ., 2014

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. (High

Performance Concrete) - -

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Page 2: Влияние масштабного фактора и повышенных температур на прочность и деформации высокопрочного модифицированного

ISSN 1997-0935. Vestnik MGSU. 2014. 3

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Page 3: Влияние масштабного фактора и повышенных температур на прочность и деформации высокопрочного модифицированного

Research of building materials

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Page 4: Влияние масштабного фактора и повышенных температур на прочность и деформации высокопрочного модифицированного

ISSN 1997-0935. Vestnik MGSU. 2014. 3

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Page 5: Влияние масштабного фактора и повышенных температур на прочность и деформации высокопрочного модифицированного

Research of building materials

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Page 6: Влияние масштабного фактора и повышенных температур на прочность и деформации высокопрочного модифицированного

ISSN 1997-0935. Vestnik MGSU. 2014. 3

5.

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Page 7: Влияние масштабного фактора и повышенных температур на прочность и деформации высокопрочного модифицированного

Research of building materials

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Page 8: Влияние масштабного фактора и повышенных температур на прочность и деформации высокопрочного модифицированного

ISSN 1997-0935. Vestnik MGSU. 2014. 3

00 1,3 0,3 .

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Page 9: Влияние масштабного фактора и повышенных температур на прочность и деформации высокопрочного модифицированного

Research of building materials

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+200 ° // . 2007. . 1(63). . 116—121. 2. . . - -

. : , 2003. 153 .3. 24452—80. . ,

. . : - , 1980.4. CEN: Eurocode 2 (2004), Design of Concrete Structures: Part 1-1 General Rules and

Rules for Buildings, EN 1992-1-1:2004.5. . ., . . -

// . : , « ».

2002. . 2. . 95—102.

2014 .

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// . 2014. 3. . 179—188.

V.I. Korsun, A.V. Korsun

THE INFLUENCE OF THE SCALE EFFECT AND HIGH TEMPERATURES ON THE STRENGTH AND STRAINS OF HIGH PERFORMANCE CONCRETE

The most effective way to reduce the structure mass, labor input and expenses for its construction is to use modern high-performance concrete of the classes 50/60…

90/105, which possess high physical and mathematic characteristics. One of the con-straints for their implementation in mass construction in Ukraine is that in design stan-dards there are no experimental data on the physical and mathematic properties of con-crete of the classes more than 50/60. Also there are no exact statements on calculating reinforced concrete structures made of high-performance concretes.

The authors present the results of experimental research of the scale effect and short-term and long-term heating up to +200 C in uence on temperature and shrinkage

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ISSN 1997-0935. Vestnik MGSU. 2014. 3

strain, on strength and strain characteristics under compression and tensioning of high-strength modi ed concrete of class C70/85.

The application of high performance concretes is challenging in the process of constructing buildings aimed at operating in high technological temperatures: smoke pipes, coolers, basins, nuclear power plants' protective shells, etc. Reducing cross-sections can lead to reducing temperature drops and thermal stresses in the structures.

Key words: high performance concrete, deformations, scale effect, strength, ther-mal effects, shrinkage, modi ed concrete.

References1. Korsun A.V. Osobennosti deformirovaniya i razrusheniya vysokoprochnykh modi t-

sirovannykh betonov v usloviyakh nagreva do +200 [Features of Deformation and De-struction of High Performance Modi ed Concretes in Case of Heating up to +200 ]. Vestnik DonNASA [Proceedings of Donbas National Academy of Civil Engineering and Architecture]. 2007, no. 1(63), pp. 116—121.

2. Korsun V.I. Napryazhenno-deformirovannoe sostoyanie zhelezobetonnykh kon-struktsiy v usloviyakh temperaturnykh vozdeystviy [Stress and Strain State of Reinforced Concrete Structures under Thermal Impacts]. Makeevka, DonGASA Publ., 2003, 153 p.

3. GOST 24452—80. Betony. Metody opredeleniya prizmennoy prochnosti, modulya up-rugosti i koef tsienta Puassona [Russian State Standard 24452—80. Concretes. Methods of De ning Prism Strength, Elastic Module and Poisson's ratio]. Moscow, Izdatel'stvo standartov Publ., 1980.

4. CEN: Eurocode 2 (2004). Design of Concrete Structures: Part 1-1 General Rules and Rules for Buildings, EN 1992-1-1: 2004.

5. Korsun V.I., Kalmykov Yu.Yu. Neodnorodnost' prochnostnykh i deformatsionnykh svoystv betona po ob"emu massivnykh elementov konstruktsiy [Heterogeneity of Strength and Strain Properties of Concrete According to the Size of Massive Construction Elements]. Sovremennye problemy stroitel'stva [Current Problems in Construction]. Donetsk, Donetskiy PromstroyNIIproekt, OOO «Lebed'» Publ. 2002, vol. 2, pp. 95—102.

A b o u t t h e a u t h o r s : Korsun Vladimyr Ivanovych — Doctor of Technical Sciences, Professor, Head, Department of Reinforced Concrete Structures, Donbas National Acad-emy of Civil Engineering and Architecture (DonNASA), 2 Derzhavin str., Makeyevka, Do-netsk region, Ukraine, 86123; [email protected];

Korsun Artem Vladimirovych — Candidate of Technical Sciences, Associate Profes-sor, Department of Reinforced Concrete Structures, Donbas National Academy of Civil Engineering and Architecture (DonNASA), 2 Derzhavin str., Makeyevka, Donetsk region, Ukraine, 86123; [email protected].

F o r c i t a t i o n : Korsun V.I., Korsun A.V. Vliyanie masshtabnogo faktora i povyshennykh temperatur na prochnost' i deformatsii vysokoprochnogo modi tsirovannogo betona [The In uence of the Scale Effect and Hogh Temperatures on the Strength and Strains of High Performance Concrete]. Vestnik MGSU [Proceedings of Moscow State University of Civil En-gineering]. 2014, no. 3, pp. 179—188.

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Founded in 2005, 1st issue was published in 2006. Published monthly

Founders: Moscow State University of Civil Engineering(MGSU),

ASV Publishing House

The Journal enjoys the academic and informational support provided

by the Russian Academy of Architecture and Construction Sciences (RAACS),

International Association of Institutions of Higher Education in Civil Engineering

The Journal has been included in the list of the leadingreview journals and editions of the Highest Certi cation

Committee of Ministry of Education and Scienceof Russian Federation in which the basic results of PhD

and Doctoral Theses are to be published

Page 12: Влияние масштабного фактора и повышенных температур на прочность и деформации высокопрочного модифицированного

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CONTENT

GENERAL PROBLEMS OF CONSTRUCTION-RELATED SCIENCES

AND OPERATIONS. UNIFICATION AND STANDARDIZATION IN CIVIL ENGINEERING

Travush V.I., Volkov Yu.S. Building reguliarities: compulsive or optional? The project of the list of reguliariries, application of which on compulsory basis ensures full llment of the requirements of technical regulations: ” n the security of buildings and structures” ...............................................................7

ARCHITECTURE AND URBAN DEVELOPMENT. RESTRUCTURING AND RESTORATION

Bindanda A.A. The problems of design and construction of health facilities in Angola ............................................................15Krylova S.V. Architectural, spatial and composite features of the temples location in Saint-Petersburg and the surrounding counties in the 18th — 1st half of 19th centuries ............................27Aksenova I.V. Reconstruction of building history of the Demidovs’ estate «Almazovo» situated near Moscow ..........36

DESIGNING AND DETAILING OF BUILDING SYSTEMS. MECHANICS IN CIVIL ENGINEERING

Gordon V.A., Kravtsova E.A. Natural frequencies and forms of exural vibrations of a beam with a crack ...................................50Ibragimov . ., Kukushkin I.S. Comparative analysis of the construction solution variants for at arch coverings of buildings ......................................................................................59Korol’ E.A., Pugach E.M., Khar’kin Yu.A. The in uence of manufacturing factors on the formation of layer connections in multilayer exterior walls ..............................................................67Koyankin A.A., Beletskaya V.I., Guzhevskaya A.I. The in uence of concrete joints on the structural behavior .............76Mysak V.V., Tusnina O.A., Danilov A.I., Tusnin A.R. The features of riveted connections of metal elements ....................82Seregin S.V. On the in uence of plate properties of thin-walled beams, modeled by the system of related plates, on the natural frequencies and mode shapes ....................................92Sokolov B.S., ntakov .B. The results of masonry and reinforced masonry research .....................................................99Starishko I.N. Methods of calculating the bearing capacity of eccentrically compressed concrete elements and suggestions for its improvement ........................................................................107Surikov V.I., Bondarenko V.V., Korgin A.V., Shonin K.S., Mikheev Yu.B. Strength and durability tests of pipeline supports for the areas of above-ground routing under the in uence of operational loads ..................................................117Treschev A.A., Telichko V.G., Bashkatov A.V. Developing arithmetic deformation model of complex reiforced concrete plate with polymer concrete layer under the impact of corrosive medium ......................................................................126

ENGINEERING RESEARCH AND EXAMINATION OF BUILDINGS. SPECIAL-PURPOSE CONSTRUCTION

Patrikeev A.V. Dynamic monitoring of engineering structures as a key element of its technical security ......................133

E d i t o r - i n - c h i e fMember of the Russian Academy

of Architecture and Construction Sciences(RAACS), DSc, Prof. V.I. Telichenko,

(MGSU)

E d i t o r i a l b o a r d :A.D. Potapov (Deputy Editor-in-Chief, Executive secretary, MGSU, Moscow, Russian Federation),

H.J.H. Brouwers (Eindhoven University of Technology, Netherlands),

A.I. Burkhanov (VSUCE, Volgograd, Russian Federation),

O.E. Goryacheva (Executive Editor, MGSU, Moscow, Russian Federation),

O.V. Ignat'ev (MGSU, Moscow, Russian Federation),E.V. Korolev (MGSU, Moscow, Russian Federation),

O.I. Poddaeva (MGSU, Moscow, Russian Federation),A.P. Pustovgar (MGSU, Moscow, Russian Federation),

A.V. Shamshin (University of Central Lancashire, Preston, United Kingdom),

. . Volkov (MGSU, Moscow, Russian Federation)

E d i t o r i a l c o u n c i l :A.A. Volkov (Chairman),

P.A. Akimov, Yu.M. Bazhenov, O.O. Egorychev, E.A. Korol, N.S. Nikitina,

A.D. Potapov (Deputy-Chairman, Executive secretary),V.I. Telichenko, Z.G. Ter-Martirosyan(MGSU, Moscow, Russian Federation),S.A. Ambartsumyan (MonArch Group,

Moscow, Russian Federation), A.T. Bekker (Far Eastern Federal University,

FERD RAASN, Vladivostok, Russian Federation),N.V. Banichuk, S.V. Kuznetsov (A. Ishlinsky Institite

for Problems in Mechanics RAS, Moscow, Russian Federation),

M. Holický (Czech Technical University in Prague, Klokner Institut, Czech Republic),

N.P. Koshman (Builders Association of Russia, Moscow, Russian Federation),

P. McGhee (University of East London, United Kingdom),

N.P. Osmolovskiy (Lomonosov Moscow State University, Russian Federation),

P.J. Pahl (Technical University of Berlin, Germany),V.V. Petrov (Saratov State Technical University,

Russian Federation),E.I. Pupyrev (MosvodokanalNIIproekt, Moscow,

Russian Federation),A. Yu. Russkikh (State Duma of the Federal Assembly of

the Russian Federation),Yu.A. Tabunshchikov (Moscow Institute of Architecture

(State Academy), Russian Federation),O.V. Tokmadzhyan (Yerevan State University of Architechture and Construction, Armenia),

V.I. Travush (Russian Academy of Architecture and Con-struction Sciences, Moscow, Russian Federation),

J. Vi an (University of Zilina, Slovakia),J. Walraven (Delft University of Technology, Netherlands)Z. Wójcicki (Wroc aw University of Technology, Poland)

A d d r e s s :MGSU, 26, Yaroslavskoye shosse, Moscow,

129337, Russian FederationTel./ fax +7 (499) 188-15-87, (499) 188-29-75,

e-mail: [email protected] version of the journal

http://vestnikmgsu.ru/

Editorial team of issues:Executive editor O.E. Goryacheva

Executive editor of the issue O.V. GoryachevaCorrector A.A. Dyadicheva

Layout A.D. FedotovRussian-English translation O.V. Ivanova

Reprint or reproduction of material numbersby any means in whole or in part is permitted only with

prior written permission of the publisher – MGSU.Distributed by subscription

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ISSN 1997-0935. Vestnik MGSU. 2014. 3

TECHNOLOGY OF CONSTRUCTION PROCEDURES. MECHANISMS AND EQUIPMENT

Miram A.O., Belov Yu.V., Belov V.M. The cooling processes of metal billets ........................................................141Dauzhanov N.T., Krylov B.A. Low-energy thermal processing technology of foamed concrete products in land lls using solar energy ..................................................................................................................................149

RESEARCH OF BUILDING MATERIALS

Inozemtsev S.S., Korolev E.V. Choosing mineral carrier of nanoscale additives for asphalt concrete .........................Karpenko N.I., Eryshev V.A., Latysheva E.V. Method of calculating the parameters of concrete deformation in case of unloading from compressive stress .....................................................................................158Korsun V.I., Korsun A.V. The in uence of the scale effect and high temperatures on the strength and strains of high performance concrete ................................................................................................................168Morozov V.I., Pukharenko Yu.V. Ef ciency of ber reinforced concrete application in structures subjected to dynamic effects ....................................................................................................................................................179Figovskiy O.L., Beilin D.A. Nanostructured silicate polymer concrete ..................................................................197

SAFETY OF BUILDING SYSTEMS. ECOLOGICAL PROBLEMS OF CONSTRUCTION PROJECTS. GEOECOLOGY

Voronov Yu.V., Bertsun S.P. Biological wastewater treatment in brewhouses .......................................................205Shimenkova A.A., Potapov A.D. Geo-enviromental monitoring system of the oil storages on petrol stations ......212

HYDRAULICS. ENGINEERING HYDROLOGY. HYDRAULIC ENGINEERING

upriyanov V.P., Tumanov I.V. Water discharging over weir with installed boom ................................................220Pilyaev S.I., Gubina N.A. Applicability of various wave movement theories for calculating hydrobiotechnical constructions in the conditions of relative shoal ........................................................................228

ECONOMICS, MANAGEMENT AND ORGANIZATION OF CONSTRUCTION PROCESSES

Alekseeva T.R. Features of innovative development of a construction complex in the conditions of national economy modernization .........................................................................................................................236Subbotin .S., Sborshchikov S.B., Lazareva N.V. Management of cluster structures in construction ..................247

INFORMATION SYSTEMS AND LOGISTICS IN CIVIL ENGINEERING

Volkov A.A., Sukneva L.V., Kirschke H. Overview of software products for the terrain analysis in the tasks of design automation of wind-power stations .......................................................................................254For authors ..............................................................................................................................................................262