Mechanical Performance and Reliability Analysis of "Structure-Insulation" Integrated Wall Panel under Grain Load

被引:0
|
作者
Chen, Kewei [1 ]
Song, Zhanjiong [1 ]
Ding, Yonggang [1 ,2 ]
Wang, Haoran [1 ,2 ]
机构
[1] Henan Univ Technol, Coll Civil Engn & Architecture, Zhengzhou 450001, Peoples R China
[2] Henan Key Lab Grain Storage Facil & Safety, Zhengzhou 450001, Peoples R China
基金
中国国家自然科学基金;
关键词
grain barn; structure-Insulation" integrated wall panel; static load test; reliability; sensitivity; FLEXURAL BEHAVIOR; COMPOSITE BEHAVIOR; SANDWICH PANELS; CONCRETE; PRECAST;
D O I
10.3390/buildings13081987
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
As a new type of grain barn wall component, the "Structure-Insulation" integrated wall panel (SIW) has excellent characteristics such as a high-bearing capacity and good insulation performance. In order to study its mechanical properties under grain load, this paper designed three wall panels with different thicknesses, carried out static loading tests on them, studied their cracking and ultimate load, and analyzed the development trend of the wall panel's crack and deflection. In order to study the reliability of wall panels under stochastic conditions, the performance functions of the wall panel under deflection and strength control conditions were established. The reliability analysis was carried out by using the response surface method and finite element software. The sensitivity degree of each random parameter to different performance functions was quantified. The results show that, under the maximum grain load condition, the deflection of the designed specimens is less than l(0)/250, and the crack width is less than 0.2 mm, both of which meet the requirements of the normal use limit state. The cracking loads of the three specimens are 13.02, 14.75, and 16.49 kN/m(2), respectively, with corresponding crack widths of 0.06, 0.07, and 0.06 mm. The ultimate load is 65.1, 75.52, and 82.47 kN/m(2), with corresponding maximum crack widths of 1.66, 1.60, and 1.61 mm, respectively. The reliability indexes of the deflection and strength of the thinnest specimens are beta(1) = 2.60 and beta(2) = 3.26, respectively, which meet the safety conditions of ductile failure. The parameter affecting the reliability of concrete deflection is the grain gravity density, with a correlation coefficient of 0.707. The parameter affecting the reliability of concrete strength is concrete strength, with a correlation coefficient of 0.935. Combined with the static load test and reliability analysis, the designed wall panel can meet the normal use of grain under full load and has good reliability. Sensitivity analysis can provide a reference for the optimization of practical engineering design.
引用
收藏
页数:20
相关论文
共 50 条
  • [1] Thermal Insulation Performance and Reliability of the "Structure-Insulation" Integrated Wall Panel (SIW) for Storage Grain Bungalows
    Ding, Yonggang
    Song, Zhanjiong
    Chen, Kewei
    Zhang, Xiaohang
    BUILDINGS, 2022, 12 (09)
  • [2] Experimental Study on Mechanical Properties of Integrated Wall Panels of Grain Warehouse with "Thermal Insulation"
    Li, Xuesen
    Ding, Yonggang
    Zhao, Jinquan
    Xu, Qikeng
    ADVANCES IN CIVIL ENGINEERING, 2022, 2022
  • [3] STUDY ON THE MECHANICAL PERFORMANCE OF LIGHT WALL PANEL UNDER HORIZONTAL DISPLACEMENT
    Xu, Ying
    Wang, Shuaiying
    Chai, Lei
    Fundamental Research in Structural Engineering: Retrospective and Prospective, Vols 1 and 2, 2016, : 1739 - 1745
  • [4] Mechanical Performance of Prefabricated External Wall Panel under Horizontal Displacement
    Ying Xu
    Shuai-Ying Wang
    Lei Chai
    Cong-Cong Luo
    KSCE Journal of Civil Engineering, 2018, 22 : 4519 - 4529
  • [5] Mechanical Performance of Prefabricated External Wall Panel under Horizontal Displacement
    Xu, Ying
    Wang, Shuai-Ying
    Chai, Lei
    Luo, Cong-Cong
    KSCE JOURNAL OF CIVIL ENGINEERING, 2018, 22 (11) : 4519 - 4529
  • [6] Finite element analysis on mechanical performance of steel frame structure with prefabricated external wall panel
    Zhang A.
    Ma L.
    Liu X.
    Jiang Z.
    1600, Science Press (37): : 152 - 157
  • [7] THERMAL PERFORMANCE UNDER WINTER CONDITIONS OF A REFLECTIVE INSULATION BASED WALL PANEL FOR EMERGENCY HOUSES IN CHILE
    Angel Galvez-Huerta, Miguel
    Hormazabal-Poblete, Nina
    Sills-Garrido, Pablo
    Gil-Lopez, Tomas
    Felices-Puertolas, Ruben
    DYNA, 2019, 94 (04): : 421 - 425
  • [8] Numerical study of slim curtain wall spandrel with integrated vacuum insulation panel: Concept, performance evaluation and challenges
    Boafo, Fred Edmond
    Kim, Jin-Hee
    Kim, Jun-Tae
    ENERGY AND BUILDINGS, 2019, 183 : 139 - 150
  • [9] Reliability analysis and optimization design of magnetic fluid dynamic seal shell structure under thermal/mechanical load
    Mi, Chengji
    Liu, Junhao
    Zhang, Chen
    Deng, Yingjian
    Zhang, Ling
    Yuan, Shiyong
    Tang, Jiachang
    JOURNAL OF MAGNETISM AND MAGNETIC MATERIALS, 2024, 597
  • [10] Seismic performance of a load-bearing prefabricated composite wall panel structure for residential construction
    Huang, Qunyi
    Orr, John
    Huang, Yanxia
    Xiong, Feng
    Jia, Hongyu
    ADVANCES IN STRUCTURAL ENGINEERING, 2020, 23 (13) : 2928 - 2941