摘要
在Mohr-Coulomb强度准则的基础上,考虑截面有效约束和混凝土单轴抗压强度的影响,推导了CFRP—钢管混凝土核心柱极限承载力新解,通过与文献试验结果的比较,验证了本文承载力新解的正确性。
On the base of Mohr-Coulomb strength criterion, considering the effective restraint of cross section and the influence of uniaxial compression strength for concrete. It derives the new understanding of the ultimate bearing capacity for CFRP-steel concrete core pile. Through the comparison of document and research result, it demonstrates the correct for the new understanding.
出处
《山西建筑》
2010年第26期81-81,148,共2页
Shanxi Architecture
