组合梁是钢梁和其上混凝土翼板共同抗弯的一种构件。
The composite beam is a component comprised the steel beam and the concrete flange plate on the steel beam.
对受弯构件受拉翼缘外侧粘贴FRP后的界面剪应力和界面剥离应力进行了分析。
The interfacial shear stress and peel stress between the FRP and the surface of tension flange were analyzed when the FRP was bonded to the tension flange of the bending members.
提要楔形变截面H型钢构件设计中常采用高而薄的腹板，这样能够充分发挥翼缘的承载能力，节省材料。
For tapered H-section members, thin and high webs are adopted, and the design fully develops flange bearing capacity and save materials.
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