Search
Now showing items 1-3 of 3
Double Scalar Variables Plastic-Damage Model for Concrete
Publisher: ASCE
Abstract: A framework of the plastic-damage model with double scalar variables is established in nominal stress space under the small deformation assumption. In the damaged part, a damage tensor composed of double scalar variables ...
Static–Dynamic Combined Multiaxial Strength Criterion for Concrete
Publisher: ASCE
Abstract: The physical mechanism of the static–dynamic combined (S–DC) multiaxial strength of concrete is investigated considering cohesive and frictional strength. It is determined that the strain rate effects and stress state ...
3D Dynamic Elastoplastic Constitutive Model of Concrete within the Framework of Rate-Dependent Consistency Condition
Publisher: ASCE
Abstract: In this paper, the proposed yield function is the function of stress, hardening parameter, and strain rate. To fully describe the stress state and strain rate condition of material during dynamic loading, a new coordinate ...