ABOUT SEVERAL NUMERICAL AND SEMIANALYTICAL METHODS OF LOCAL STRUCTURAL ANALYSIS

Numerical or semianalytical solution of problems of structural mechanics with immense number of unknowns is time-consuming process. High-accuracy solution at all points of the model is not required normally, it is necessary to find only the most accurate solution in some pre-known domains. The choi...

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Main Authors: Pavel A. Akimov, Alexander M. Belostotsky, Taymuraz B. Kaytukov, Marina L. Mozgaleva, Mojtaba Aslami
Format: Article
Language:English
Published: Publishing House ASV 2018-12-01
Series:International Journal for Computational Civil and Structural Engineering
Subjects:
Online Access:http://ijccse.iasv.ru/article/view/173
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spelling doaj-64e00cfcbb6646bea68f5f4b165dbfb82020-11-24T21:22:12ZengPublishing House ASVInternational Journal for Computational Civil and Structural Engineering2587-96182588-01952018-12-0114410.22337/2587-9618-2018-14-4-59-69ABOUT SEVERAL NUMERICAL AND SEMIANALYTICAL METHODS OF LOCAL STRUCTURAL ANALYSISPavel A. Akimov0Alexander M. Belostotsky1Taymuraz B. Kaytukov2Marina L. Mozgaleva3Mojtaba Aslami4Russian Academy of Architecture and Construction Sciences, Moscow, RUSSIAScientific Research Center “StaDyO”, Moscow, RUSSIARussian Academy of Architecture and Construction Sciences, Moscow, RUSSIANational Research Moscow State University of Civil Engineering, Moscow, RUSSIAFasa University, Fasa, IRAN Numerical or semianalytical solution of problems of structural mechanics with immense number of unknowns is time-consuming process. High-accuracy solution at all points of the model is not required normally, it is necessary to find only the most accurate solution in some pre-known domains. The choice of these domains is a priori data with respect to the structure being modelled. Designers usually choose domains with the so-called edge effect (with the risk of significant stresses that could lead to destruction of structures) and regions which are subject to specific operational requirements. Stress-strain state in such domains is important. Wavelets provide effective and popular tool for local structural analysis. Operational and variational formulations of problems of structural mechanics with the use of method of extended domain are presented. After discretization and obtaining of governing equations, problems are transformed to a multilevel space by multilevel wavelet transform. Discrete wavelet basis is used and corresponding direct and inverse algorithms of transformations are performed. Due to special algorithms of averaging, reduction of the problems is provided. Wavelet-based methods allows reducing the size of the problems and obtaining accurate results in selected domains simultaneously. These are rather efficient methods for evaluation of local phenomenon in structures. http://ijccse.iasv.ru/article/view/173numerical methods, semianalytical methods, local structural analysis, structural mechanics, wavelet-based methods, reduction, operational formulations, variational formulation, boundary problem
collection DOAJ
language English
format Article
sources DOAJ
author Pavel A. Akimov
Alexander M. Belostotsky
Taymuraz B. Kaytukov
Marina L. Mozgaleva
Mojtaba Aslami
spellingShingle Pavel A. Akimov
Alexander M. Belostotsky
Taymuraz B. Kaytukov
Marina L. Mozgaleva
Mojtaba Aslami
ABOUT SEVERAL NUMERICAL AND SEMIANALYTICAL METHODS OF LOCAL STRUCTURAL ANALYSIS
International Journal for Computational Civil and Structural Engineering
numerical methods, semianalytical methods, local structural analysis, structural mechanics, wavelet-based methods, reduction, operational formulations, variational formulation, boundary problem
author_facet Pavel A. Akimov
Alexander M. Belostotsky
Taymuraz B. Kaytukov
Marina L. Mozgaleva
Mojtaba Aslami
author_sort Pavel A. Akimov
title ABOUT SEVERAL NUMERICAL AND SEMIANALYTICAL METHODS OF LOCAL STRUCTURAL ANALYSIS
title_short ABOUT SEVERAL NUMERICAL AND SEMIANALYTICAL METHODS OF LOCAL STRUCTURAL ANALYSIS
title_full ABOUT SEVERAL NUMERICAL AND SEMIANALYTICAL METHODS OF LOCAL STRUCTURAL ANALYSIS
title_fullStr ABOUT SEVERAL NUMERICAL AND SEMIANALYTICAL METHODS OF LOCAL STRUCTURAL ANALYSIS
title_full_unstemmed ABOUT SEVERAL NUMERICAL AND SEMIANALYTICAL METHODS OF LOCAL STRUCTURAL ANALYSIS
title_sort about several numerical and semianalytical methods of local structural analysis
publisher Publishing House ASV
series International Journal for Computational Civil and Structural Engineering
issn 2587-9618
2588-0195
publishDate 2018-12-01
description Numerical or semianalytical solution of problems of structural mechanics with immense number of unknowns is time-consuming process. High-accuracy solution at all points of the model is not required normally, it is necessary to find only the most accurate solution in some pre-known domains. The choice of these domains is a priori data with respect to the structure being modelled. Designers usually choose domains with the so-called edge effect (with the risk of significant stresses that could lead to destruction of structures) and regions which are subject to specific operational requirements. Stress-strain state in such domains is important. Wavelets provide effective and popular tool for local structural analysis. Operational and variational formulations of problems of structural mechanics with the use of method of extended domain are presented. After discretization and obtaining of governing equations, problems are transformed to a multilevel space by multilevel wavelet transform. Discrete wavelet basis is used and corresponding direct and inverse algorithms of transformations are performed. Due to special algorithms of averaging, reduction of the problems is provided. Wavelet-based methods allows reducing the size of the problems and obtaining accurate results in selected domains simultaneously. These are rather efficient methods for evaluation of local phenomenon in structures.
topic numerical methods, semianalytical methods, local structural analysis, structural mechanics, wavelet-based methods, reduction, operational formulations, variational formulation, boundary problem
url http://ijccse.iasv.ru/article/view/173
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