期刊论文详细信息
Archives of civil engineering
Analysis of Temperature-Field and Stressfield of Steel Plate Concrete Composite Shear Wall in Early Stage of Construction
article
Yun Sun1  Yaojie Guo1 
[1] Wuhan University, School of Civil Engineering
关键词: steel plate concrete composite shear wall;    temperature field;    stress field;    thermal analysis;    cracking;   
DOI  :  10.24425/ace.2021.136477
学科分类:建筑学
来源: Polska Akademia Nauk * Instytut Podstawowych Problemow Techniki / Polish Academy of Sciences, Institute of Fundamental Technological Research
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【 摘 要 】

To study the influence of temperature field and stress field on the cracking of the small thickness steel plate concrete composite shear wall (SPCW) in the early stage of construction. The temperature field and stress field of a 400 mm thickness SPCW was monitored and simulated through experimental research and numerical simulation. Moreover, a series of parameter analyses were carried out by using ANSYS to investigate the distribution of temperature field and stress field of SPCW. Based on the analysis results, some suggestions are put forward for controlling the cracking of SPCW in the early stage of construction. The results show that the temperature stress of 400 mm thickness SPCW in the early stage of construction is small, and there is no crack on the wall surface. For SPCW with thickness less than 800mm, the temperature stress caused by hydration heat in the early stage of construction is small, and the wall will not crack. The parameters such as wall thickness, steel plate thickness, boundary condition and stud space significantly influence the temperature field and stress field distribution of the small thickness SPCW in the early stage of construction, and reasonable maintenance measures can avoid cracking.

【 授权许可】

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