Bounds of mechanical properties of fibre reinforced polymer composites with hybrid random and interval uncertainties

被引:8
|
作者
Zhou, Xiao-Yi [1 ,2 ]
Wang, Neng-Wei [1 ,3 ,4 ]
Gao, Kang [5 ]
Natarajan, Sundararajan [6 ]
Xiong, Wen [1 ]
Jiang, Chao [1 ]
Qian, Sheng-Yu [1 ]
Cai, C. S. [1 ,2 ]
机构
[1] Southeast Univ, Sch Transportat, Dept Bridge Engn, Southeast Univ Rd, Nanjing 200089, Peoples R China
[2] Southeast Univ, Bridge Res Ctr, Nanjing 200089, Jiangsu, Peoples R China
[3] Shandong Hispeed Engn Testing Co Ltd, Jinan 250100, Shandong, Peoples R China
[4] Key Lab Bridge Struct Big Data Performance Diag &, Jinan 250100, Shandong, Peoples R China
[5] Southeast Univ, Sch Civil Engn, Dept Struct Engn, Southeast Univ Rd, Nanjing 200089, Peoples R China
[6] Indian Inst Technol, Dept Mech Engn, Madras, India
关键词
Composite; Probability distribution bounds; Multi-scale uncertainty; Hybrid uncertainty; FINITE-ELEMENT-METHOD; RELIABILITY-ANALYSIS; STOCHASTIC-ANALYSIS; MULTISCALE ANALYSIS; ELASTIC PROPERTIES; POLYNOMIAL CHAOS; HOMOGENIZATION; MICROSTRUCTURES; MICROMECHANICS; PARAMETERS;
D O I
10.1016/j.tws.2022.110158
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Due to the hierarchical structure, fibre reinforced polymer composites exhibits randomness at multiple scales, for example, the constituent material properties and the layer thickness could be random at micro and macroscale, respectively. In addition, some of these uncertainties may not have sufficient probability information to be precisely described as random variables, and they are treated as interval variables. This study, proposes a novel framework to estimate the boundary of mechanical properties of fibre reinforced polymer composites with hybrid and internal uncertainties. Within this framework, the random and interval uncertainties are expressed in terms of Hermite and Chebyshev polynomials, respectively, within the PCE-based surrogate model. By doing so, the multiscale analysis is embedded in the hybrid surrogate model to realize the multiscale random-interval uncertainty analysis. Numerical examples are carried out to demonstrate the feasibility of the proposed method, and results show that this method can accurately obtain the upper and lower bounds of structural responses, e.g. failure probability, of FRP composite structures.
引用
收藏
页数:16
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