将剪切的类型声明代码粘贴到目的类库。
Paste the type definition into the destination class library.
通过参数分析，提出在常见桩土参数情况下可以将剪切效应忽略不计的界限长径比约为8。
Based on parameters studies, it was proposed that the critical value of lid is 8 beyond which the shear deformation can be ignored in common cases.
通过将剪切应力转化为环形放射状的压应力，假体周围的骨质和骨水泥获得理想的应力分布。
Optimisation of load distribution to surrounding bone and cement is achieved by conversion of shear stresses to radial-hoop stresses.
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