Influence of spatial variability on the shear capacity of RC members without shear reinforcement
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Bibliographic Details
| Author(s): |
Yuguang Yang
Joop den Uijl Joost Walraven Stavros Petrocheilos |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013 | ||||
| Published in: | IABSE Conference, Rotterdam, May 2013 | ||||
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| Page(s): | 532-533 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2013 | ||||
| DOI: | 10.2749/222137813806521315 | ||||
| Abstract: |
The experimental program presented in this paper deals with the influence of the spatial variation of the concrete strength in width direction on the shear capacity of one-way slabs. Two test series are designed, in which the spatial variation of the concrete strength is exaggerated. The influence of the concrete strength variation on the inclined cracking load, failure mode, crack development and other aspects of one-way slabs is examined in the tests. |
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| Keywords: |
shear capacity concrete slab inclined cracking load weak spot
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