1996
DOI: 10.1061/(asce)0899-1561(1996)8:2(70)
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Stress-Strain Relationship of High-Strength Concrete in Compression

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Cited by 241 publications
(120 citation statements)
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“…Experimental data of more than 50 tests in [15][16][17][18][19][20][21][22][23][24][25][26][27][28][29][30] were predicted using Eqs. …”
Section: Resultsmentioning
confidence: 99%
“…Experimental data of more than 50 tests in [15][16][17][18][19][20][21][22][23][24][25][26][27][28][29][30] were predicted using Eqs. …”
Section: Resultsmentioning
confidence: 99%
“…[ 10] and (ii) Wee et al [7]. The data has been read directly from the publication accurately enough so as to capture all essential features like ITM, PSM and peak strain.…”
Section: Experimental Verificationmentioning
confidence: 99%
“…The input parameters required for defining this material model are the concrete compression hardening, compression damage, tension softening, tensile damage and dilatation angle. The compression stress-crack opening displacement curve proposed by Wee et al (1996) shown in Fig. 1 was used to obtain the concrete compression hardening and damage data.…”
Section: Finite Element Modellingmentioning
confidence: 99%