THE DECISION OF PROBLEMS WITH UNILATERAL CONSTRAINTS AND CULON'S FRICTION UNDER THE DYNAMIC LOAD
The numerical approach to the decision of dynamic problems with unilateral constraints and Culon's friction is offered. The decision is formulated on the basis of step-by-step analysis (in time) method with use of frame contact finite elements. The reduced algorithm is illustrated by numerical...
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Format: | Article |
Language: | English |
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Peoples’ Friendship University of Russia (RUDN University)
2011-03-01
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Series: | Structural Mechanics of Engineering Constructions and Buildings |
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Online Access: | http://journals.rudn.ru/structural-mechanics/article/view/11235 |
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author | A A Lukashevich |
author_facet | A A Lukashevich |
author_sort | A A Lukashevich |
collection | DOAJ |
description | The numerical approach to the decision of dynamic problems with unilateral constraints and Culon's friction is offered. The decision is formulated on the basis of step-by-step analysis (in time) method with use of frame contact finite elements. The reduced algorithm is illustrated by numerical example. |
first_indexed | 2024-12-13T03:26:28Z |
format | Article |
id | doaj.art-84299e637d154a3eb566528f6652f9e4 |
institution | Directory Open Access Journal |
issn | 1815-5235 2587-8700 |
language | English |
last_indexed | 2024-12-13T03:26:28Z |
publishDate | 2011-03-01 |
publisher | Peoples’ Friendship University of Russia (RUDN University) |
record_format | Article |
series | Structural Mechanics of Engineering Constructions and Buildings |
spelling | doaj.art-84299e637d154a3eb566528f6652f9e42022-12-22T00:01:15ZengPeoples’ Friendship University of Russia (RUDN University)Structural Mechanics of Engineering Constructions and Buildings1815-52352587-87002011-03-0101667411234THE DECISION OF PROBLEMS WITH UNILATERAL CONSTRAINTS AND CULON'S FRICTION UNDER THE DYNAMIC LOADA A Lukashevich0Санкт-Петербургский государственный политехнический университетThe numerical approach to the decision of dynamic problems with unilateral constraints and Culon's friction is offered. The decision is formulated on the basis of step-by-step analysis (in time) method with use of frame contact finite elements. The reduced algorithm is illustrated by numerical example.http://journals.rudn.ru/structural-mechanics/article/view/11235контактная задачаодносторонняя связьтрение Кулонапошаговый анализ |
spellingShingle | A A Lukashevich THE DECISION OF PROBLEMS WITH UNILATERAL CONSTRAINTS AND CULON'S FRICTION UNDER THE DYNAMIC LOAD Structural Mechanics of Engineering Constructions and Buildings контактная задача односторонняя связь трение Кулона пошаговый анализ |
title | THE DECISION OF PROBLEMS WITH UNILATERAL CONSTRAINTS AND CULON'S FRICTION UNDER THE DYNAMIC LOAD |
title_full | THE DECISION OF PROBLEMS WITH UNILATERAL CONSTRAINTS AND CULON'S FRICTION UNDER THE DYNAMIC LOAD |
title_fullStr | THE DECISION OF PROBLEMS WITH UNILATERAL CONSTRAINTS AND CULON'S FRICTION UNDER THE DYNAMIC LOAD |
title_full_unstemmed | THE DECISION OF PROBLEMS WITH UNILATERAL CONSTRAINTS AND CULON'S FRICTION UNDER THE DYNAMIC LOAD |
title_short | THE DECISION OF PROBLEMS WITH UNILATERAL CONSTRAINTS AND CULON'S FRICTION UNDER THE DYNAMIC LOAD |
title_sort | decision of problems with unilateral constraints and culon s friction under the dynamic load |
topic | контактная задача односторонняя связь трение Кулона пошаговый анализ |
url | http://journals.rudn.ru/structural-mechanics/article/view/11235 |
work_keys_str_mv | AT aalukashevich thedecisionofproblemswithunilateralconstraintsandculonsfrictionunderthedynamicload AT aalukashevich decisionofproblemswithunilateralconstraintsandculonsfrictionunderthedynamicload |