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CE11M091

Jul 08, 2018

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    FINITE ELEMENT MODELLING OFCORROSION IN RC STRUCTURES

    EXPOSED TO CHLORIDES

    NIKHIL ATHALEKAR

    CE11M091

    STRUCTURAL ENGINEERING DIVISIONDEPARTMENT OF CIVIL ENGINEERING

    INDIAN INSTITUTE OF TECHNOLOGY MADRAS

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    Contents

    Introduction Literture re!ie" O#$ecti!e % Sco&e Met'odo(o)* +or, done % its !(idtion Furt'er "or, % ti-e .r-e Re.erences

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    Introduction

    Structur( e/ects o. corrosion Corrosion is t"o st)e &rocess !i01 Initition

    2c'(oride trns&ort3 % &ro&)tion 2cti!ecorrosion3

    Mode((in) o. c'(oride trns&ort4 E/ect o. -oisture5u6 % te-&erture on c'(oride di/usion reconsidered

    Go!ernin) PDE "s so(!ed s 7VP in s&ce % sIVP in ti-e #* -ens o. t"o di-ension( 8nitee(e-ent .or-u(tions usin) G(er,in -et'od

    Pro)r--in) "s done in MATLA7

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    Literture re!ie"

     T'e -ec'nis- o. corrosion is t"o st)e &rocess2Tuutti9:;

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    Process of corrosion (Tuutti,1982)

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    Literture re!ie"

     T'e sur.ce te-&erture cn #essu-ed e>u( to t'e en!iron-ent(te-&erture 27C in s&ce3 )i!en #*9

     T'e te-&erture distri#ution in concrete-ust .o((o" in&ut te-&erture

    distri#ution i1e1 Sinusoid( 2C'en %M'de!n9=

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    O#$ecti!e % Sco&e

     To de!e(o& )ener(ised co-&uter -ode( .or t'e&rediction o. ser!ice (i.e o. rein.orced concretestructures e6&osed to c'(orides

     T'e sco&e o. t'is stud* is (i-ited to initition st)e o.

    corrosion T'e -ode( is #sed on )ener( &'*sic( ("s so it

    "ou(d not #e (i-ited to s&eci8c t*&e o. concrete oren!iron-ent( conditions

    Concrete is ssu-ed uncrc,ed T'e i- o. t'is &ro$ect is to stud* t'e -ec'nis-

    under(*in) t'e deteriortion &rocess o. rein.orcedconcrete ssocited "it' c'(oride induced corrosion

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    Met'odo(o)*

     To #e)in "it'4 Deter-intion o. te-&erturedistri#ution in concrete

    Pro#(e-4

    G(er,in -et'od "s used to con!ert t'isPDE into t"o di-ension( 8nite e(e-ent.or-u(tions

     T'e resu(tin) s*ste- o. e>ution considerin)

    contri#ution o. (( t'e e(e-ents is )i!en #*4

     T'e do-in is discreti0ed s s'o"n in 8)ure

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    Met'odo(o)*

     T'is e>ution re&resents s*ste- o.(iner 8rst order di/erenti( e>utions inti-e1 It is inte)rted in ti-e #* -ens o.

    8nite di/erence &&ro6i-tion2se)er(ind9:;

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    +or, done

     T'e te-&erture distri#ution in concrete.o((o"s sinusoid( !rition

     T'e resu(t cn #e !(idted #sed on t'e

    .ct t't t'e out&ut te-&erturedistri#ution s'ou(d .o((o" in&utte-&erture !rition 2C'en %M'de!n9 =

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    Furt'er "or, % ti-e .r-e

    No. Description of work Completion within

    1. Solution of pore relative humidity Jan 2013

    2. Calculating amount of evaporable water Feb 2013

    3. Solution of concentration of chlorides dissolved in

    the pore solution

    Feb 2013

    . Calculation of concentration of total chlorides !arch 2013

    ". #o chec$ if threshold value is reached% otherwise

    increase total time & repeat

    !arch 2013

    '. (dditional wor$ & thesis writing (pril 2013

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    Re.erences

    Pere09 719 2:;;;39 Ser!ice (i.e -ode((in) o. RC 'i)'"* structures u'ui 'n)9 Moe M1 S1 C'eun) 2=:=39 Mode((in) o. c'(orideinduced corrosion

    in rein.orced concrete structures9 Mteri(s % Structures Ferreir A11M19 MATLA7 codes .or 8nite e(e-ent n(*sis9 S&rin)er &u#(ictions

    2=;3 C'en9 M'de!n9 2=

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    THANK %&'