摘要
本文给出了粘结试验中直接测量得到的钢筋应变数据的新处理方法 ,和离散数据光滑化的解析法 ,改进了平均法导致的在拟合过程中边界条件不严格满足和光滑化无章可循的缺点。
In this paper, a new numerical method of fitting the smooth bondstress along the bond zone is presented, which ameliorates the average method and eliminates the weakness in the process of fitting data such as disagreements with boundary conditions.
出处
《结构工程师》
2000年第3期44-48,共5页
Structural Engineers
