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1)  square concrete column
方形混凝土柱
1.
Model of axial compressive strength on the square concrete column confined by FRP;
FRP约束方形混凝土柱轴心受压强度模型
2.
The strength and ductility of square concrete column confined by FRP can be improved,but the extent of improvement is diminished if compared with columns of circular sections,due to the stress concentration at square column corners.
FRP约束方形混凝土柱可以提高其强度和延性,但提高幅度相对于圆形截面柱较小,主要由于截面形状以及FRP在方柱拐角处应力集中的影响。
3.
The strength and ductility of square concrete columns confined by FRP wraps can be improved, but are very limited compared to columns with circular section owing to the section shape and the stress concentration of square column corners.
FRP织物约束方形混凝土柱可以提高其强度和延性,但提高幅度相对于圆形截面柱较小,主要是由于截面形状以及FRP在方柱拐角处应力集中的影响。
2)  concrete square column
混凝土方柱
1.
Axial load compression experiment was conducted on 8 concrete square columns strengthened with wrapping of SGFRP(Super Glass Fiber Reinforced Polymers),aiming at recognition of the axial compression ratio of the column prior to being wrapped and the effect to what extent of the plies of SGFRP on the ultimate bearingcapacity of the columns as well as their failure modes.
对8根采用高性能玻璃纤维复合材料(SGFRP)包裹加固的混凝土方柱进行轴心抗压试验,研究柱加固前的轴压比和 SGFRP 的粘贴层数对加固柱极限承载力的影响程度及其破坏形态试验表明,SGFRP 可以有效地提高混凝土方柱的极限承载力,并有效改善加固柱裂缝分布的均匀性,延缓裂缝的发展。
3)  square concrete column
混凝土方柱
1.
Experimental investigations were conducted on the failure modes, mechanical behaviors of square concrete columns at low temperatures.
本文对低温下碳纤维布约束素混凝土方柱和钢筋混凝土方柱的破坏形态、受力性能等进行了试验研究,并在试验研究的基础上进行了理论分析。
4)  square concrete-filled steel tube stub column
方形钢管混凝土柱
5)  square CFT stub column
方形钢管混凝土短柱
6)  irregular CFRT column
方钢管混凝土异形柱
补充资料:钢管混凝土柱刚架结构


钢管混凝土柱刚架结构


撇 钢管混凝土柱刚架结构
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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