The calculate data show that the maximum normal stress given by the nonlinear method is 15-20% less than that by linear one.
计算结果表明，运用非线性理论求得的最大应力比常规设计要小15 ~ 20%。
This method can be used to check the maximum bonding shear stress and the maximum peeling normal stress at the end of the GFRP sheet, and to prevent the local bonding failure.
本文公式可用于计算片材端部的最大锚固剪应力和最大剥离正应力，防止局部粘结破坏。
The matrix calculating formulae are proposed for solving the normal stress and transverse shearing stress as well as the maximum dynamic stress, in each link of a planar linkage.
进而给出了求解机构杆件截面上任一点法向应力和横向剪应力以及各构件最大动应力的矩阵计算式。
The matrix calculating formulae are proposed for solving the normal stress and transverse shearing stress as well as the maximum dynamic stress, in each link of a planar linkage.
进而给出了求解机构杆件截面上任一点法向应力和横向剪应力以及各构件最大动应力的矩阵计算式。
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