摘要
在模拟裂缝间钢筋应变分布的基础上 ,建立了混凝土梁滑移、裂缝宽度及刚度的统一计算方法 ,并提出了物理概念明确、计算简便的简化设计公式。所建议的计算公式经大量模型梁试验数据验证表明 ,计算公式具有较高的精度。
Based on the simulating steel strain distribution in cracks, this paper establishes a unified computing model for the slip, the crack width and the flexural stiffness in concrete members. In addition, simpler calculating formulas which have a definite physical meaning are presented also in the paper. The formulas recommended are verified with the test data, the results show that the formulas have higher precision.
出处
《铁道学报》
EI
CSCD
北大核心
2000年第B05期62-66,共5页
Journal of the China Railway Society
基金
铁道部科技发展计划项目 !(87G12 )
