Abstract
Summary To understand the plastic deformation capacity of critical regions reinforced with longitudinal and transverse reinforcement, it was felt that the stress-strain relationship of bound concrete in flexure must first be established. Sixteen specimens were tested in a specially constructed testing frame under the action of a major and a minor load. The stress-strain relationship for the concrete was obtained by an approach similar to that used by Hognestad, Hanson and McHenry in conjunction with a special graphical interpolation technique. A generalized relationship was finally developed expressed as a function of: the spacing of binders; the ratio of the bound area to the total area under compression; the size of the binders; and the shape of the concrete cross-section.
Dates
Type | When |
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Created | 13 years, 1 month ago (July 19, 2012, 3:35 a.m.) |
Deposited | 1 month, 1 week ago (July 24, 2025, 5:05 p.m.) |
Indexed | 2 days, 7 hours ago (Sept. 3, 2025, 5:59 a.m.) |
Issued | 57 years, 9 months ago (Dec. 1, 1967) |
Published | 57 years, 9 months ago (Dec. 1, 1967) |
Published Print | 57 years, 9 months ago (Dec. 1, 1967) |
@article{Soliman_1967, title={The flexural stress-strain relationship of concrete confined by rectangular transverse reinforcement}, volume={19}, ISSN={1751-763X}, url={http://dx.doi.org/10.1680/macr.1967.19.61.223}, DOI={10.1680/macr.1967.19.61.223}, number={61}, journal={Magazine of Concrete Research}, publisher={Emerald}, author={Soliman, M. T. M. and Yu, C. W.}, year={1967}, month=dec, pages={223–238} }