根据简化的边界条件，得到了面内应变和弯曲应变的级数解，进而求得剪力滞后系数。
Series solutions were derived for the in-plane strain, deflection and bending strain that satisfy the simplified boundary conditions to calculate the shear lag coefficient.
以“弯曲应变能最小”为优化准则、采用“三步循环坐标搜索法”求解最优吊点坐标。
Using the criterion of "minimum bending strain energy", the optimum hoisting points of the column are determined with the method of "three step cycling coordinate search".
以产生所需的弯曲应变，狭缝是削减对一方创造弯曲大桥的对岸，一个应变片是保税区。
To generate the required bending strain, a slit is cut on one side to create bending bridge on the opposite side, to which a strain gage is bonded.
最小弯曲能量法以结构的弯曲应变能为目标函数，通过求出最小弯曲能量来求得合理索力。
The least bending energy method takes the bending energy as the objective function, and gets the reasonable cable forces by seeking the least bending energy.
给出了板料弯曲的应力应变中性层和纯弯曲应变中性层的计算公式，并推出板料弯曲时的变薄系数计算公式。
The computation expression for the strain neutral layer of stress and plastic bending was introduced and so the thinning coefficient computing formula of sheet metal was deduced.
通过两种武汉市售蒙脱土和实验室纯化蒙脱土，采用压缩应变能、弯曲应变能的方法，进行蒙脱土改性沥青低温性能研究。
The methods of compressing strain energy and bending strain energy are adopted to study low temperature performance of montmorillonite modified asphalt with two different montmorillonites by indoo.
通过两种武汉市售蒙脱土和实验室纯化蒙脱土，采用压缩应变能、弯曲应变能的方法，进行蒙脱土改性沥青低温性能研究。
The methods of compressing strain energy and bending strain energy are adopted to study low temperature performance of montmorillonite modified asphalt with two different montmorillonites by indoo.
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