The behavior of reinforced concrete elements subject to bending and twisting moments

I. M. May; P. Montague; A. A A Samad; S. H. Lodi; A. S. Fraser

doi:10.1680/stbu.146.2.161.40080

The behavior of reinforced concrete elements subject to bending and twisting moments

I. M. May, P. Montague, A. A A Samad, S. H. Lodi, A. S. Fraser

Research output: Contribution to journal › Article › peer-review

5 Citations (Scopus)

Abstract

This paper describes tests carried out on fourteen 1.6m × 1.6m × 150 mm reinforced concrete slab elements loaded with uniform bending moments applied about either or both orthogonal axes and with or without uniform twisting moments using a purpose-built test rig. Results are given up to and beyond the maximum load for the tests. The results obtained from the tests have been compared with an incremental non-linear analysis which is also described. The results have also been compared with the Wood-Armer equations and it is shown that these can be unconservative if the twisting moment is significant.

Original language	English
Pages (from-to)	161-171
Number of pages	11
Journal	Proceedings of the ICE - Structures and Buildings
Volume	146
Issue number	2
DOIs	https://doi.org/10.1680/stbu.146.2.161.40080
Publication status	Published - May 2001

Keywords

Concrete structures
Research and development
Slabs and plates

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10.1680/stbu.146.2.161.40080

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AU - Fraser, A. S.

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AB - This paper describes tests carried out on fourteen 1.6m × 1.6m × 150 mm reinforced concrete slab elements loaded with uniform bending moments applied about either or both orthogonal axes and with or without uniform twisting moments using a purpose-built test rig. Results are given up to and beyond the maximum load for the tests. The results obtained from the tests have been compared with an incremental non-linear analysis which is also described. The results have also been compared with the Wood-Armer equations and it is shown that these can be unconservative if the twisting moment is significant.

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The behavior of reinforced concrete elements subject to bending and twisting moments

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Keywords

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