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Influence of High Axial Tension on the Shear Strength of non-shear RC Beams

 Influence of High Axial Tension on the Shear Strength of non-shear RC Beams
Author(s): , , ,
Presented at IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013, published in , pp. 86-87
DOI: 10.2749/222137813806474309
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This paper deals with the influence of high axial tension on the shear strength of beams without shear reinforcement. An experimental program with shear-tension tests was carried out. The experimen...
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Bibliographic Details

Author(s):



Medium: conference paper
Language(s): English
Conference: IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013
Published in:
Page(s): 86-87 Total no. of pages: 7
Page(s): 86-87
Total no. of pages: 7
Year: 2013
DOI: 10.2749/222137813806474309
Abstract:

This paper deals with the influence of high axial tension on the shear strength of beams without shear reinforcement. An experimental program with shear-tension tests was carried out. The experimental results have been used to evaluate the applicability of the Eurocode 2 (EC2) design formula in cases with large normal forces. In addition, the experiments have been used to evaluate an extension of the plasticity based Crack Sliding Model (CSM) to cover cases with large normal forces. The test results show, that even in the present of very high axial tensile stresses and strains, the member is still able to carry significant shear stresses. The analysis reveals that the EC2 formula is over conservative in this regard.

Keywords:
axial tension shear tests Eurocode 2 concrete beams Crack Sliding Model