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.
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References
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FANG Dai-ning, ZHOU Chu-wei. Finite element analysis of micro-mechanics for mechanical behaviour of composite material[J].Advance in Mechanics, 1998,28(2):173–180. (in Chinese)
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Communicated by Chen Shan-lin
Biography: Yang You-fa (1968-), Associate Professor, Doctor
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You-fa, Y., Shao-qian, X. & Zheng-hua, Z. Studies on stress transference mechanism of steel fibre reinforced concrete. Appl Math Mech 22, 483–494 (2001). https://doi.org/10.1007/BF02438314
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DOI: https://doi.org/10.1007/BF02438314