TECHNICAL PAPERS
Nov 1, 1986

Tensile Tests and Failure Analysis of Concrete

Publication: Journal of Structural Engineering
Volume 112, Issue 11

Abstract

The tensile strength of concrete is receiving an increasing amount of attention since the loading capacity and durability of structures are being studied more thoroughly, and since nonlinear fracture mechanics and numerical methods require a complete stress deformation relation. The theoretical background of the application of the tensile strength of concrete in fracture analysis is given. Test results are presented that were obtained from deformation‐controlled uniaxial tensile tests under static and cyclic loading of lightweight and normalweight concrete. The results have been used to establish material models for finite element calculations. Numerical examples show the usefulness of these models for static and cyclic loading conditions.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 11November 1986
Pages: 2462 - 2477

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Published online: Nov 1, 1986
Published in print: Nov 1986

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Authors

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Hans W. Reinhardt
Prof. of Struct. Engrg., Stevin Lab., Delft Univ. of Technology, Delft, The Netherlands
Hans A. W. Cornelissen
Sr. Research Engr., Stevin Lab., Univ. of Technology, Delft, The Netherlands
Dirk A. Hordijk
Research Engr., resp., Stevin Lab., Delft Univ. of Technology, Delft, The Netherlands

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