Theoretical analysis of non-probabilistic reliability based on interval model
The aim of this paper is to propose a theoretical approach for performing the non-probabilistic reliability analysis of structure. Due to a great deal of uncertainties and limited measured data in engineering practice, the structural uncertain parameters were described as interval variables. The the...
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Published in | Acta mechanica solida Sinica Vol. 30; no. 6; pp. 638 - 646 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
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Singapore
Elsevier Ltd
01.12.2017
Springer Singapore |
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Abstract | The aim of this paper is to propose a theoretical approach for performing the non-probabilistic reliability analysis of structure. Due to a great deal of uncertainties and limited measured data in engineering practice, the structural uncertain parameters were described as interval variables. The theoretical analysis model was developed by starting from the 2-D plane and 3-D space. In order to avoid the loss of probable failure points, the 2-D plane and 3-D space were respectively divided into two parts and three parts for further analysis. The study pointed out that the probable failure points only existed among extreme points and root points of the limit state function. Furthermore, the low-dimensional analytical scheme was extended to the high-dimensional case. Using the proposed approach, it is easy to find the most probable failure point and to acquire the reliability index through simple comparison directly. A number of equations used for calculating the extreme points and root points were also evaluated. This result was useful to avoid the loss of probable failure points and meaningful for optimizing searches in the research field. Finally, two kinds of examples were presented and compared with the existing computation. The good agreements show that the proposed theoretical analysis approach in the paper is correct. The efforts were conducted to improve the optimization method, to indicate the search direction and path, and to avoid only searching the local optimal solution which would result in missed probable failure points. |
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AbstractList | The aim of this paper is to propose a theoretical approach for performing the nonprobabilistic reliability analysis of structure.Due to a great deal of uncertainties and limited measured data in engineering practice,the structural uncertain parameters were described as interval variables.The theoretical analysis model was developed by starting from the 2-D plane and 3-D space.In order to avoid the loss of probable failure points,the 2-D plane and 3-D space were respectively divided into two parts and three parts for further analysis.The study pointed out that the probable failure points only existed among extreme points and root points of the limit state function.Furthermore,the low-dimensional analytical scheme was extended to the high-dimensional case.Using the proposed approach,it is easy to find the most probable failure point and to acquire the reliability index through simple comparison directly.A number of equations used for calculating the extreme points and root points were also evaluated.This result was useful to avoid the loss of probable failure points and meaningful for optimizing searches in the research field.Finally,two kinds of examples were presented and compared with the existing computation.The good agreements show that the proposed theoretical analysis approach in the paper is correct.The efforts were conducted to improve the optimization method,to indicate the search direction and path,and to avoid only searching the local optimal solution which would result in missed probable failure points. The aim of this paper is to propose a theoretical approach for performing the non-probabilistic reliability analysis of structure. Due to a great deal of uncertainties and limited measured data in engineering practice, the structural uncertain parameters were described as interval variables. The theoretical analysis model was developed by starting from the 2-D plane and 3-D space. In order to avoid the loss of probable failure points, the 2-D plane and 3-D space were respectively divided into two parts and three parts for further analysis. The study pointed out that the probable failure points only existed among extreme points and root points of the limit state function. Furthermore, the low-dimensional analytical scheme was extended to the high-dimensional case. Using the proposed approach, it is easy to find the most probable failure point and to acquire the reliability index through simple comparison directly. A number of equations used for calculating the extreme points and root points were also evaluated. This result was useful to avoid the loss of probable failure points and meaningful for optimizing searches in the research field. Finally, two kinds of examples were presented and compared with the existing computation. The good agreements show that the proposed theoretical analysis approach in the paper is correct. The efforts were conducted to improve the optimization method, to indicate the search direction and path, and to avoid only searching the local optimal solution which would result in missed probable failure points. |
Author | Xu-Yong Chen;Jian-Ping Fan;Xiao-Ya Bian |
AuthorAffiliation | School of Resource and Civil Engineering, Wuhan Institute of Technology, Wuhan 430073, China;School of Civil Engineering & Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China |
Author_xml | – sequence: 1 givenname: Xu-Yong surname: Chen fullname: Chen, Xu-Yong organization: School of Resource and Civil Engineering, Wuhan Institute of Technology, Wuhan 430073, China – sequence: 2 givenname: Jian-Ping surname: Fan fullname: Fan, Jian-Ping email: jpfan@hust.edu.cn organization: School of Civil Engineering & Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China – sequence: 3 givenname: Xiao-Ya surname: Bian fullname: Bian, Xiao-Ya organization: School of Resource and Civil Engineering, Wuhan Institute of Technology, Wuhan 430073, China |
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CitedBy_id | crossref_primary_10_1016_j_cma_2019_07_034 crossref_primary_10_1007_s10999_019_09470_0 crossref_primary_10_1155_2019_8290317 crossref_primary_10_1177_1748006X20928196 crossref_primary_10_3390_app122412584 crossref_primary_10_1109_ACCESS_2019_2926145 crossref_primary_10_1142_S0219876222500505 crossref_primary_10_1177_1748006X221104556 crossref_primary_10_1007_s12206_021_0112_4 crossref_primary_10_1016_j_eng_2024_12_034 crossref_primary_10_17531_ein_2021_3_10 crossref_primary_10_32604_csse_2023_035118 |
Cites_doi | 10.1016/0045-7949(94)00499-S 10.1115/1.2900858 10.1016/0167-4730(95)00004-N 10.1016/j.engfailanal.2010.01.010 10.1016/j.apm.2006.02.013 10.1016/j.ijmecsci.2016.11.020 10.1007/s00707-013-0975-2 10.1016/j.cma.2012.03.020 10.1016/S0894-9166(10)60013-4 10.1007/s00419-016-1121-0 10.1016/j.cma.2012.10.020 10.1016/S0045-7949(02)00006-8 10.1016/0167-4730(94)90013-2 10.1016/0167-4730(95)00010-2 10.1016/j.cie.2009.11.005 10.1007/s00707-013-0969-0 |
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Keywords | Interval model Non-probabilistic Theoretical analysis Reliability Probable failure point |
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Notes | The aim of this paper is to propose a theoretical approach for performing the nonprobabilistic reliability analysis of structure.Due to a great deal of uncertainties and limited measured data in engineering practice,the structural uncertain parameters were described as interval variables.The theoretical analysis model was developed by starting from the 2-D plane and 3-D space.In order to avoid the loss of probable failure points,the 2-D plane and 3-D space were respectively divided into two parts and three parts for further analysis.The study pointed out that the probable failure points only existed among extreme points and root points of the limit state function.Furthermore,the low-dimensional analytical scheme was extended to the high-dimensional case.Using the proposed approach,it is easy to find the most probable failure point and to acquire the reliability index through simple comparison directly.A number of equations used for calculating the extreme points and root points were also evaluated.This result was useful to avoid the loss of probable failure points and meaningful for optimizing searches in the research field.Finally,two kinds of examples were presented and compared with the existing computation.The good agreements show that the proposed theoretical analysis approach in the paper is correct.The efforts were conducted to improve the optimization method,to indicate the search direction and path,and to avoid only searching the local optimal solution which would result in missed probable failure points. 42-1121/O3 Non-probabilistic Reliability Interval model Theoretical analysis Probable failure point |
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Snippet | The aim of this paper is to propose a theoretical approach for performing the nonprobabilistic reliability analysis of structure.Due to a great deal of... The aim of this paper is to propose a theoretical approach for performing the non-probabilistic reliability analysis of structure. Due to a great deal of... |
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SubjectTerms | Classical Mechanics Engineering Interval model Non-probabilistic Probable failure point Reliability Surfaces and Interfaces Theoretical analysis Theoretical and Applied Mechanics Thin Films |
Title | Theoretical analysis of non-probabilistic reliability based on interval model |
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