2021
DOI: 10.1177/10567895211017319
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Creep damage model considering unilateral effect based on bimodulus theory

Abstract: Based on the continuous damage mechanics (CDM) theory, Ambartsumyan bimodulus theory and creep damage theory, a bimodulus creep damage constitutive model is proposed in this paper. The model is able to describe the damage-induced unilateral behaviour related to the microdefect closure effect. The unilateral behaviour is considered a special bimodulus property. By judging the tension or compression state in bimodulus theory, different elasticity properties matrixes are selected according to signs of principal s… Show more

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Cited by 10 publications
(5 citation statements)
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“…The empirical results of this research point the concrete's bimodularity properties. These results could be used to develop the elastic bimodulus creep damage constitutive model proposed in [28]. Classical elasticity theory assumes that materials have the same elastic properties in tension and compression.…”
Section: Research Of the Standard Sample Concrete Beam Deformability ...mentioning
confidence: 99%
See 1 more Smart Citation
“…The empirical results of this research point the concrete's bimodularity properties. These results could be used to develop the elastic bimodulus creep damage constitutive model proposed in [28]. Classical elasticity theory assumes that materials have the same elastic properties in tension and compression.…”
Section: Research Of the Standard Sample Concrete Beam Deformability ...mentioning
confidence: 99%
“…The continuous damage mechanics theory proposes an elastic bimodulus creep damage constitutive model is proposed in [28] based on the continuous damage mechanics theory. Ambartsumyan bimodulus theory was used [29].…”
Section: Introductionmentioning
confidence: 99%
“…For fatigue, the effect of cycle asymmetry is taken into account. At subsequent levels, the regularities are generalized to nonisothermal loading, three-dimensional stress state, anisotropy, bimodularity (Abdul-Latif, 2021;Betten, 2008;Ferreira et al, 2022;Gorash, 2014;Guo et al, 2021;Kachanov, 1986;Krajcinovic, 1996;Lemaitre and Chaboche, 1990;Mattiello and Desmorat, 2021;Meyers and Chawla, 2009;Murakami, 2012;Naumenko and Altenbach, 2016;Rabotnov, 1969;Sattar et al, 2022), etc. At each of these levels, 1) the accumulation of experimental data and 2) the construction of mathematical models adequate to them takes place.…”
Section: Introductionmentioning
confidence: 99%
“…Many results have been obtained from cylindrical specimens subjected to uniaxial and conventional triaxial compression (CTC, σ 1 > σ 2 = σ 3 ) tests. These results include complete stress–strain curves of rock obtained using a high-stiffness servo-controlled apparatus (Alejano et al., 2017; Guo et al., 2021; Hudson et al., 1972; Liu et al., 2019; Wawersik and Brace, 1971; Zhang et al., 2021). Macroscale tensile–shear failure modes based on failed specimens have been analyzed (Jiang et al., 2016; Li et al., 2020; Medhurst and Brown, 1998), and the microfailure mechanisms have been explored using scanning electron microscopy (SEM) (Fredrich et al., 1989; Nicolas et al., 2016; Sahouryeh et al., 2002) and optical microscopy (Rodriguez et al., 2016; Shimada and Cho, 1990).…”
Section: Introductionmentioning
confidence: 99%