Research Article
Jun 1978
Plasticity Solutions for Concrete Splitting Tests
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 104, Issue 3
Abstract
Stress distribution and relevant formula for computing the tensile strength of a split-concrete or rock cylinder were derived on the basis of the linear elasticity theory. Three types of analysis are considered: (1)Limit analysis; (2)slip-line theory; and (3)finite element analysis of work-hardening material. In the finite element analysis, three types of plasticity models are used: (1)von Mises isotropic work-hardening model; (2)Drucker-Prager isotropic hardening model; and (3)concrete plasticity model. Each type of analysis corresponds to a somewhat different stress-strain idealization. It is demonstrated here that analyses 2 and 3 give tensile stress distribution similar to that of linear elasticity theory. The relevant formula for computing the tensile strength of various split tests obtained by different plasticity analyses are found to be similar to that of the elasticity solution. The equation derived on the basis of elasticity theory is sufficiently accurate for estimating the maximum tensile strength of nonlinear fracture materials.
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Published In
Journal of the Engineering Mechanics Division
Volume 104 • Issue 3 • June 1978
Pages: 691 - 704
Copyright
© 1978 American Society of Civil Engineers.
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Published in print: Jun 1978
Published online: Feb 3, 2021
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Wai Fah Chen, M.ASCE
Prof. of Struct. Engrg., School of Civ. Engrg., Purdue Univ., West Lafayette, Ind.
Tse-Yung P. Chang, M.ASCE
Assoc. Prof. of Civ. Engrg., The Univ. of Akron, Akron, Ohio.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.