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摘要:
The structural behaviour of Precast Lightweight Foamed Concrete Panel (PLFP) under flexural load is investigated by using ABAQUS 6.13. The PLFP is made up of two Whyte’s with a polystyrene insulator placed in between them using a double shear truss connector of diameter 6mm placed at an angle 45°. The panel is reinforced with both vertical and horizontal steel reinforcement of 9 mm diameter. Four panels with varying dimensions are simulated to investigate their Ultimate Strength and Load-deflection profile. The results show that the length to thickness ratio of the panel is the major contributing factor to the ultimate strength of the PLFP. From the load deflection curve, the panel with the least deflection has the highest thickness which also results in a high ultimate strength recorded at 34.43 KN.
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篇名 Computational Finite Element Modelling of Structural Behaviours of Precast Sandwiched Foamed Concrete Slab
来源期刊 土木工程期刊(英文) 学科 医学
关键词 Foamed Concrete FLEXURAL BEHAVIOUR FINITE ELEMENT ABAQUS
年,卷(期) 2015,(2) 所属期刊栏目
研究方向 页码范围 220-227
页数 8页 分类号 R73
字数 语种
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Foamed
Concrete
FLEXURAL
BEHAVIOUR
FINITE
ELEMENT
ABAQUS
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研究分支
研究去脉
引文网络交叉学科
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期刊影响力
土木工程期刊(英文)
季刊
2164-3164
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
289
总下载数(次)
1
总被引数(次)
0
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