THE LOOP RESULTANT METHOD FOR STATIC STRUCTURAL ANALYSIS

This work deals with the loop resultant method applied to linear static response of statically indeterminate rod-systems. The method uses the representation of this system in the form of a union of statically indeterminate loops. An algorithm for construction the flexibility matrix of the system is...

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Main Authors: Vladimir Lalin, Huu Ngo
Format: Article
Language:English
Published: Publishing House ASV 2022-03-01
Series:International Journal for Computational Civil and Structural Engineering
Subjects:
Online Access:https://ijccse.iasv.ru/index.php/ijccse/article/view/476
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author Vladimir Lalin
Huu Ngo
author_facet Vladimir Lalin
Huu Ngo
author_sort Vladimir Lalin
collection DOAJ
description This work deals with the loop resultant method applied to linear static response of statically indeterminate rod-systems. The method uses the representation of this system in the form of a union of statically indeterminate loops. An algorithm for construction the flexibility matrix of the system is proposed. The unknowns of a system are the loop resultants. This method is based on the use of compatibility equations of deformations, the general solution of homogeneous equations of equilibrium is obtained by transposition of the compatibility matrix. The advantages of this method are the number and location of zero blocks and non-zero blocks of the system flexibility matrix depend only on the numbering of loops. Application of this method is considered for analysis of structural frame.
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spelling doaj.art-1c954f035f22495ab57acb78defd066c2022-12-22T03:13:38ZengPublishing House ASVInternational Journal for Computational Civil and Structural Engineering2587-96182588-01952022-03-0118110.22337/2587-9618-2021-18-1-72-81THE LOOP RESULTANT METHOD FOR STATIC STRUCTURAL ANALYSISVladimir Lalin0Huu Ngo1Peter the Great St. Petersburg Polytechnic University, St. Petersburg, RUSSIAPeter the Great St. Petersburg Polytechnic University, St. Petersburg, RUSSIA This work deals with the loop resultant method applied to linear static response of statically indeterminate rod-systems. The method uses the representation of this system in the form of a union of statically indeterminate loops. An algorithm for construction the flexibility matrix of the system is proposed. The unknowns of a system are the loop resultants. This method is based on the use of compatibility equations of deformations, the general solution of homogeneous equations of equilibrium is obtained by transposition of the compatibility matrix. The advantages of this method are the number and location of zero blocks and non-zero blocks of the system flexibility matrix depend only on the numbering of loops. Application of this method is considered for analysis of structural frame. https://ijccse.iasv.ru/index.php/ijccse/article/view/476orce method; loop resultant method; flexibility matrix; compatibility equation of deformations; statically indeterminate system
spellingShingle Vladimir Lalin
Huu Ngo
THE LOOP RESULTANT METHOD FOR STATIC STRUCTURAL ANALYSIS
International Journal for Computational Civil and Structural Engineering
orce method; loop resultant method; flexibility matrix; compatibility equation of deformations; statically indeterminate system
title THE LOOP RESULTANT METHOD FOR STATIC STRUCTURAL ANALYSIS
title_full THE LOOP RESULTANT METHOD FOR STATIC STRUCTURAL ANALYSIS
title_fullStr THE LOOP RESULTANT METHOD FOR STATIC STRUCTURAL ANALYSIS
title_full_unstemmed THE LOOP RESULTANT METHOD FOR STATIC STRUCTURAL ANALYSIS
title_short THE LOOP RESULTANT METHOD FOR STATIC STRUCTURAL ANALYSIS
title_sort loop resultant method for static structural analysis
topic orce method; loop resultant method; flexibility matrix; compatibility equation of deformations; statically indeterminate system
url https://ijccse.iasv.ru/index.php/ijccse/article/view/476
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