通过对CRCP微分单元的分析，推导了考虑钢筋与混凝土间及混凝土与地基间非线性粘结-滑移关系的温度应力通用解析解。
Based on the analysis of CRCP differential cell, a general analytic solution considering nonlinear bond-slip relation between steel bar and concrete and that between concrete and base is deducted.
组合板叠合面上的粘结应力在单元长度范围内是均匀分布的；
The longitudinal shear stress is uniform distribution at the rage of element length;
我不清楚为什么它不会发生与某些其他替换的元素，如表单元素，但替换的元素通常是大多数浏览器的一个粘结点。
It's not clear to me why it doesn't happen with certain other replaced elements such as form elements, but replaced elements are generally a sticking point with most browsers.
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