TECHNICAL PAPERS
Mar 1, 1989

Reliability Analysis of Mohr Failure Criterion

Publication: Journal of Engineering Mechanics
Volume 115, Issue 3

Abstract

For biaxial states of stress in mass concrete structures, safety can be assessed in terms of the Mohr failure criterion. Safety is generally evaluated by a deterministic factor of safety. When loads vary and material properties are not known with certainty, reliability analysis evaluates safety probabilistically. In this paper, deterministic and probabilistic safety evaluations are compared in terms of levels of uncertainty associated with load and resistance parameters and the extent is indicated to which the probabilistic approach is more informative than the deterministic approach. The effect on this comparison of several characteristics of concrete material is investigated. Three widely recognized design criteria are likewise compared.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 115Issue 3March 1989
Pages: 447 - 464

History

Published online: Mar 1, 1989
Published in print: Mar 1989

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Harald Kreuzer, Member, ASCE
Engrg. Cons., 1311 McNair Dr., V7K 1X4, North Vancouver, B.C., Canada
Assoc. Prof., Dept. of Mech. Engrg., Univ. of British Columbia, Vancouver, B.C., V6T 1W5, Canada

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