文章主要研究木材-钢夹板螺栓连接在顺木纹受拉时的承载能力。
The bearing capacity of bolted steel-wood-steel connections loaded parallel to grain is studied in this paper.
当配筋特征值不大于0.2时，承载能力极限状态下碳纤维片材的拉应变可以接近或超过允许拉应变，因此可以有效地对受弯构件正截面承载力进行加固；
When the ratio not more than 0.2, CFRP tensile strain can reach or exceed the permissible strain at ultimate capacity state, and therefore CFRP can work efficiently.
文章主要研究木材-钢夹板螺栓连接在顺木纹受拉时的承载能力。
The bearing capacity of bolted wood-steel-wood connections loaded parallel to grain is studied in this paper.
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