摘要
针对型钢混凝土推出试件的试验数据 ,通过OriginPro7.5程序 ,从加载端开始出现滑移至荷载达到极限值这一区间的平均粘结应力与加载端滑移的本构关系 (τ -Sl 曲线 )进行了数值分析 ,并与理论分析结果进行比较 。
Based on the numerical value of the push-out specimens, the relation of the average bond strength and load-end slip ( τ-S l correlation curve) during loading were studied and analyzed with OriginPro7.5.Compared with theoretical results, it is concluded that the bond-slip constitutive relations at the loading phase could be described with a linear equation.
出处
《长春工程学院学报（自然科学版）》
2005年第1期13-15,共3页
Journal of Changchun Institute of Technology：Natural Sciences Edition
