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Experimental Investigation of Concrete Filled PVC Tube Columns Confined By Plain PVC Socket

机译:普通PVC插座混凝土填充PVC管柱的实验研究

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This paper presents results of an experimental study for concrete column filled poly vinyl chloride (PVC) tubes confined by plain socket with 5.8 & 6.8 mm thicknesses, 102 mm diameter and 100 mm depth. The total of five concrete filled columns using PVC tubes (CFT PVC) was tested to investigate the columns’ behaviour. The column is 700 mm height, 100 mm external diameter and 3.5 mm tube thickness with different thickness of plain socket. The results presented include maximum axial load, plain socket confinement effect, the mode of failure, and lateral PVC strain. The axial load enhancement of PVC-concrete columns confined using plain socket shows an increment of 21.3% up to 55.2% and axial strain from 21% to 40% compared with displacement for control composite columns at 192 kN ultimate load.
机译:本文介绍了用5.8&6.8mm厚度,102毫米直径和100mm深度限制的混凝土柱填充聚氯乙烯(PVC)管的实验研究的结果。测试使用PVC管(CFT PVC)的五个混凝土填充柱进行测试以研究柱的行为。该柱为700毫米高,外径为100毫米,管材厚度为3.5毫米,具有不同厚度的平纹插座。呈现的结果包括最大轴向载荷,平面套接凝固效果,故障模式和横向PVC应变。使用平面插座限制的PVC混凝土柱的轴向荷载增强显示,与192KEN终极载荷的控制复合柱的位移相比,增量为21.3%,轴向菌株为21.3%,轴向菌株为21.3%至40%。

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