The Effect of FEM Mesh Density on the Failure Probability Analysis of Structures

被引:20
作者
Ghavidel, Alireza [1 ]
Mousavi, S. Roohollah [1 ]
Rashki, Mohsen [2 ]
机构
[1] Univ Sistan & Baluchestan, Dept Civil Engn, Zahedan, Iran
[2] Univ Sistan & Baluchestan, Dept Architecture Engn, Zahedan, Iran
关键词
finite element method; mesh density; reliability analysis; response surface method; RESPONSE-SURFACE APPROACH; FINITE-ELEMENT-ANALYSIS; SENSITIVITY-ANALYSIS; RELIABILITY-ANALYSIS; MONTE-CARLO; APPROXIMATE; UNCERTAINTY; PREDICTION; BEHAVIOR; LAYER;
D O I
10.1007/s12205-017-1437-5
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the analysis of finite elements, mesh density can highly influence the accuracy of the results. Hence, researchers consider the determination and refinement of mesh an attractive issue. However, the subject has not been suitably investigated for the reliability evaluation of structures. This paper investigates the effects of mesh density on the reliability evaluation and the reliability-based sensitivity of structures. For this purpose, two common engineering problems modeled by Finite Element Method (FEM), with different mesh densities and their reliability results determined by Monte Carlo simulation and polynomial Response Surface Methodology (RSM). The analytical solutions to the proposed problems were present in the literature. Hence, the effects of the FEM mesh densities on the reliability results could be compared with the theoretical results. The outcomes based on the FEM results showed that RSM can very accurately evaluate the performance of these structures. However, the main achievement of the study was the finding that though a determined mesh density can be considered acceptable from the deterministic analysis viewpoint, its employment in reliability analysis could produce 100% error in estimating the failure probability of a structure.
引用
收藏
页码:2371 / 2383
页数:13
相关论文
共 39 条
[1]   Reliability assessment of underground pipelines under the combined effect of active corrosion and residual stress [J].
Amirat, A ;
Mohamed-Chateauneuf, A ;
Chaoui, K .
INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 2006, 83 (02) :107-117
[2]   A fast and robust method for estimating the failure probability of structures [J].
Arab, Hamed Ghohani ;
Ghasemi, Mohammad Reza .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2015, 168 (04) :298-309
[3]   Effect of element size on the static finite element analysis of steep slopes [J].
Ashford, SA ;
Sitar, N .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2001, 25 (14) :1361-1376
[4]   BRITTLE-FRACTURE RELIABILITY BY PROBABILISTIC FINITE-ELEMENTS [J].
BESTERFIELD, GH ;
LIU, WK ;
LAWRENCE, MA ;
BELYTSCHKO, TB .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1990, 116 (03) :642-659
[7]   A FAST AND EFFICIENT RESPONSE-SURFACE APPROACH FOR STRUCTURAL RELIABILITY PROBLEMS [J].
BUCHER, CG ;
BOURGUND, U .
STRUCTURAL SAFETY, 1990, 7 (01) :57-66
[8]  
Der Kiureghian Armen, 1988, Probab. Eng. Mech., V3, P83, DOI [10.1016/0266-8920(88)90019-7, DOI 10.1016/0266-8920(88)90019-7]
[9]   A comparison between Monte Carlo and FORMS in calculating the reliability of a composite structure [J].
Di Sciuva, M ;
Lomario, D .
COMPOSITE STRUCTURES, 2003, 59 (01) :155-162
[10]   DETERMINING AN APPROXIMATE FINITE-ELEMENT MESH DENSITY USING NEURAL NETWORK TECHNIQUES [J].
DYCK, DN ;
LOWTHER, DA ;
MCFEE, S .
IEEE TRANSACTIONS ON MAGNETICS, 1992, 28 (02) :1767-1770