Classical thin-walled beam theory can not handle sectional deformation.
薄壁杆件的截面变形是经典薄壁杆件理论无法描述的。
In these studies, sectional deformation has been presented as the change of width and height of the cross-section.
在这些研究中，各段变形被描述成横截面的宽度和高度的变化。
The real contact area of the bond interface and the cross-sectional deformation of the bond wire were the causations respectively for the fluctuation and wholly increase of the resistance.
接头界面有效连接面积和接头上引线横截面变形量的变化分别是造成接头电阻波动性和整体增大趋势的原因。
The main difficulty in analysis of unbonded prestressed concrete beam bridge is the coupling between the sectional strength of member and the whole structural deformation of member.
分析无粘结预应力混凝土梁桥的主要困难，在于构件的截面强度和构件整体变形耦合。
The main difficulty in analysis of unbonded prestressed concrete beam bridge is the coupling between the sectional strength of member and the whole structural deformation of member.
分析无粘结预应力混凝土梁桥的主要困难，在于构件的截面强度和构件整体变形耦合。
应用推荐