A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Failure criteria for concrete in compression
Failure surface in three-dimensional stress space of concrete subjected to multiaxial compression with maximum stresses up to eight times uniaxial compressive strength is described; it is shown that, if experimental results presented by several authors are correct, failure surface for concrete cannot be rotationally axi-symmetric; suggested shape of failure envelope is approximated to form which can be represented by simple equations, and safety factor is defined which enables design equations to be presented. (19716)
Failure criteria for concrete in compression
Failure surface in three-dimensional stress space of concrete subjected to multiaxial compression with maximum stresses up to eight times uniaxial compressive strength is described; it is shown that, if experimental results presented by several authors are correct, failure surface for concrete cannot be rotationally axi-symmetric; suggested shape of failure envelope is approximated to form which can be represented by simple equations, and safety factor is defined which enables design equations to be presented. (19716)
Failure criteria for concrete in compression
Mag Concr Res
Hannant, D.J. (author) / Frederick, C.O. (author)
1968
8 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Failure Criteria for Grouted Concrete Block Masonry under Biaxial Compression
| Online Contents | 2006
SP-238-15: Failure Criteria of Concrete under Triaxial Compression
| British Library Conference Proceedings | 2006
Failure Criteria for Grouted Concrete Block Masonry under Biaxial Compression
| SAGE Publications | 2006
Mechanical Properties and Failure Criteria of Concrete under Biaxial Tension and Compression
| Trans Tech Publications | 2011
Mechanical Properties and Failure Criteria of Concrete under Biaxial Tension and Compression
| British Library Conference Proceedings | 2011