Applied Mathematics and Mechanics (English Edition) ›› 2001, Vol. 22 ›› Issue (4): 483-494.
杨佑发1, 许绍乾1, 钟正华2
YANG You-fa1, XU Shao-qian1, ZHONG Zheng-hua2
摘要: 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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