Research on load-bearing mechanism of sandwich insulation composite wall of prefabricated grain storehouse

被引:0
|
作者
Zhao, Jin-Quan [1 ,2 ]
Yang, Chao-Hui [2 ]
Xu, Zhen-Hua [2 ]
Guo, Cheng-Zhou [3 ]
Ding, Yong-Gang [1 ,2 ]
Xu, Qi-Keng [1 ,2 ]
机构
[1] Henan Univ Technol, Henan Key Lab Grain & Oil Storage Facil & Safety, Zhengzhou 450001, Henan, Peoples R China
[2] Henan Univ Technol, Coll Civil Engn, Zhengzhou 450001, Henan, Peoples R China
[3] Henan Univ Technol Design & Res Acad Co Ltd, Zhengzhou 450001, Henan, Peoples R China
基金
中国博士后科学基金;
关键词
Prefabricated grain storehouse; Sandwich insulation composite wall; Static loading; Finite element analysis (FEA); Theoretical analyses; FINITE-ELEMENT-ANALYSIS; FLEXURAL BEHAVIOR; PANELS;
D O I
10.1016/j.istruc.2024.108053
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To enhance national food security and accelerate the upgrading of grain storehouse into "green storage", and achieve the strategic goal of "high-quality grains, high-quality grain storage", this paper proposes a new type of prefabricated grain storehouse structure system based on the advantages and disadvantages of existing grain storehouse by adopting sandwich insulation composite walls. A 1:2 scale precast sandwich insulation composite wall was designed and fabricated. The static loading test was carried out to explore the wall's failure mode, bearing capacity and the cooperative working performance of the inner and outer wall. Combined with numerical simulation, the crack development, flexural deformation and strain development law of the wall were analyzed, and the bearing mechanism of the sandwich insulation composite wall of the prefabricated grain storehouse under the action of grain load was further revealed. Using the limit equilibrium method and the energy method, we established a calculation model for the ultimate load of the wall panel under three-sided support constraints and proposed a calculation formula for the ultimate bearing capacity of the prefabricated grain storehouse sandwich insulation composite wall. The theoretical values are in good agreement with the experimental and simulated values, with a relative deviation of less than 8 %. This indicates that the model is sufficient for calculating the bearing capacity of prefabricated walls under these constraints and can provide a reference for engineering design and research.
引用
收藏
页数:18
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