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a[mm]/l - Memorial University of Newfoundland DAI

a[mm]/l - Memorial University of Newfoundland DAI

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The different theones appllcabls lo the modeling <strong>of</strong> eoncrele and steel<br />

re#nfomcmcnr will be dlrcussed bnctly accoidsng to CEB (1988) repon No. 187 rr<br />

follawr.<br />

(I1 Llnearund non-lmear elvstlc models<br />

Llnenr clasttc models m best known due to rhelr nmpltc~ly. buc rr Impact load~ng in<br />

gcneinl cause non-llncwdcfonnation s is not sumd for any aypllcatnon in thtr field<br />

The same may be rtaed for non-Itnear elasl#c models.<br />

(21 Vlvoclvrtlc modelr<br />

Modelr bed on vrruelartlc~ty hrve becn ured for the dercnpllan <strong>of</strong> creep md<br />

relaxallon phenomena. A few authors have used thlr lheory w~th the ~dev thnr<br />

stm~lvlty between creep md rrraln-rate-effects should erst.<br />

(31 Vtscoplwuc models<br />

Modelr brrcd on !he theory <strong>of</strong> v~scoplartic~ry have been ured for many years dlro for<br />

the dercnptlon <strong>of</strong> tmpw problem. The theory <strong>of</strong> v~scaplvsl~e~ty 13 very conventen1<br />

erpeclally for lhc madclmng <strong>of</strong> the remforc~ng steel. md may be r~mplrfied to a varl<br />

extent at lea1 for the one-dtmennonal caw.<br />

(41 MDdCls based on planuaty<br />

Madelr k d on the theory <strong>of</strong> plart~ctly can be arnnged nnlo twocareganes such nr'<br />

(a1 Elaruc-perfectly plarrre matenal behavtor<br />

The material shows elartle behavtor up to a ccnan level, for example<br />

comprerrlve strength where stran IS mcresed at constant stress. The tnfluence <strong>of</strong><br />

stress rate can be taken into account by tnereastng the yteld level aecordnng to this<br />

SIRIS mte

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