Podstawy teorii pełzania ustrojów hiperstatycznych wstępnie sprężonych

The foundations of the theory of creep of statically indeterminate prestressed structures Dealt with in this paper Pare the foundations of a general theory of creep in statically indeterminate prestressed structures, in particular the derivation of systems of equations enabling the determination of...

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Main Author: Czesław EIMER
Format: Article
Language:English
Published: Institute of Fundamental Technological Research 1957-08-01
Series:Engineering Transactions
Online Access:https://et.ippt.pan.pl/index.php/et/article/view/3301
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author Czesław EIMER
author_facet Czesław EIMER
author_sort Czesław EIMER
collection DOAJ
description The foundations of the theory of creep of statically indeterminate prestressed structures Dealt with in this paper Pare the foundations of a general theory of creep in statically indeterminate prestressed structures, in particular the derivation of systems of equations enabling the determination of the redundant quantities as functions of time; a general discussion of methods for solving such equations is included. The considerations are based on the Volterra-Boltzmann general theory of linear creep, leading to systems of linear equations [see the system (2.21)]. On the basis of accurate solutions, consideration is given to the principal ways in which the theory can be simplified. These ways are: simplification of the equations of internal statical indeterminacy (in the case of concentrated reinforcement); simplification of the equations of external statical indeterminacy (continuous beams); transition to a homogeneous system (together with the case of prestressing reinforcement allowed to slide in its channels); and replacement of integral equations by differential equations. No practical examples are solved in this in­vestigation. They will constitute the subject of a separate paper.
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spelling doaj-art-54a65b74f34f45bcbb1f1d309f9b99c02025-07-11T05:03:53ZengInstitute of Fundamental Technological ResearchEngineering Transactions0867-888X2450-80711957-08-0153Podstawy teorii pełzania ustrojów hiperstatycznych wstępnie sprężonychCzesław EIMER0Instytut Podstawowych Problemów Techniki PANThe foundations of the theory of creep of statically indeterminate prestressed structures Dealt with in this paper Pare the foundations of a general theory of creep in statically indeterminate prestressed structures, in particular the derivation of systems of equations enabling the determination of the redundant quantities as functions of time; a general discussion of methods for solving such equations is included. The considerations are based on the Volterra-Boltzmann general theory of linear creep, leading to systems of linear equations [see the system (2.21)]. On the basis of accurate solutions, consideration is given to the principal ways in which the theory can be simplified. These ways are: simplification of the equations of internal statical indeterminacy (in the case of concentrated reinforcement); simplification of the equations of external statical indeterminacy (continuous beams); transition to a homogeneous system (together with the case of prestressing reinforcement allowed to slide in its channels); and replacement of integral equations by differential equations. No practical examples are solved in this in­vestigation. They will constitute the subject of a separate paper. https://et.ippt.pan.pl/index.php/et/article/view/3301
spellingShingle Czesław EIMER
Podstawy teorii pełzania ustrojów hiperstatycznych wstępnie sprężonych
Engineering Transactions
title Podstawy teorii pełzania ustrojów hiperstatycznych wstępnie sprężonych
title_full Podstawy teorii pełzania ustrojów hiperstatycznych wstępnie sprężonych
title_fullStr Podstawy teorii pełzania ustrojów hiperstatycznych wstępnie sprężonych
title_full_unstemmed Podstawy teorii pełzania ustrojów hiperstatycznych wstępnie sprężonych
title_short Podstawy teorii pełzania ustrojów hiperstatycznych wstępnie sprężonych
title_sort podstawy teorii pelzania ustrojow hiperstatycznych wstepnie sprezonych
url https://et.ippt.pan.pl/index.php/et/article/view/3301
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