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Journal ArticleDOI

Compressive Strength of Plain Concrete Under Multiaxial Loading Conditions

Laddie L. Mills, +1 more
- Vol. 67, Iss: 10, pp 802-807
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The article was published on 1970-10-01. It has received 180 citations till now. The article focuses on the topics: Compressive strength & Ultimate tensile strength.

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A plastic-damage model for concrete

TL;DR: In this article, a constitutive model based on an internal variable-formulation of plasticity theory for the non-linear analysis of concrete is presented, which uses a new yield criterion which matches experimental data quite well and it accounts for both elastic and plastic stiffness degradations effects.
Journal ArticleDOI

A constitutive theory for the inelastic behavior of concrete

TL;DR: In this paper, a general theory for the inelasticity of concrete is proposed, the main constituents being a new, rate independent model of distributed damage for mortar and the application of mixture theories to account for the composite nature of concrete.
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Triaxial failure criterion for concrete and its generalization

TL;DR: In this article, a failure criterion that describes triaxial strength of concrete in terms of three independent stress invariants is presented. And the failure criterion is generalized to a format that includes the standard strength hypotheses of Huber-Mises, Drucker-Prager, Rankine, Mohr-Coulomb, and Leon as special cases.

Strain-softening of concrete under multiaxial loading conditions

TL;DR: A submitted manuscript is the author's version of the article upon submission and before peer-review as mentioned in this paper, and the final published version features the final layout of the paper including the volume, issue and page numbers.
Journal ArticleDOI

Advances in strength theories for materials under complex stress state in the 20th Century

TL;DR: A survey of the advances in strength theory (yield criteria, failure criterion, etc) of materials (including matellic materials, rock, soil, concrete, ice, iron, polymers, energetic material etc) under complex stress was presented in this paper.