Studies on stress transference mechanism of steel fibre reinforced concrete

descriptionPublicationkeyboard_double_arrow_right Article 01 Apr 2001 English Publisher:Springer Science and Business Media LLCJournal:Applied Mathematics and Mechanics, volume 22, pages 483-494 (issn: 0253-4827, eissn: 1573-2754,

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Authors: Yang, Youfa; Xu, Shaoqian; Zhong, Zhenghua;

doi: 10.1007/bf02438314 , 10.1023/a:1016310020169

Studies on stress transference mechanism of steel fibre reinforced concrete

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Abstract

The stress transfer mechanism of steel fibre reinforced concrete is studied. The solutions for the stress and displacement were regarded as the superposition of “the elementary solutions” and “the improved solutions”. The elementary solutions were found by using two-dimensional elastic theory and the improved solutions were found by using the Love displacement function method. The calculated results indicate that the solutions possess good convergence. By comparing the three-dimensional solutions with the shear-lag solutions, evident difference may be found.

Related Organizations

Chongqing University
China (People's Republic of)
Hunan University of Humanities, Science and Technology
China (People's Republic of)
Chongqing University
China (People's Republic of)

Keywords

Composite and mixture properties

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