CHEMICAL SHEAR STRENGTH BETWEEN HPC AND ROLLED STEEL PLATE AFTER EVALUATED TEMPERATURES

摘要：

This paper had developed C100 high-performance concrete (HPC). Residual compressive strength of high-performance concrete after evaluated temperatures was investigated,which was effectively applied in evaluating the temperature damage of concrete structures. Chemical shear strength between HPC and rolled steel plate after evaluated temperatures was experimentally studied with the facilities of specially designed loading device. It has been found that the chemical shear strength is decreased linearly with evaluated temperatures. Mathematical model of residual chemical shear strength was proposed,which can be applied in both engineering and numerical simulation.

作者: Jianzhuang Xiao Weiping Zhao Yong Zhao

作者单位: Department of Building Engineering,Tongji University,Shanghai 200092,China

会议类型: 国际会议

会议名称: The International Symposium on Innovation & Sustainability of Structures in Civil Engineering(2011年土木工程结构创新与可持续发展国际会议)

会议地点: 厦门

会议语种:英文

页码: 805-810

在线出版日期: 2011-10-28（万方平台首次上网日期，不代表论文的发表时间）