Numerical solution of reinforced concrete beam using arc-length method
This article discusses numerical solution of a reinforced concrete beam. The modelling was conducted with the rules of the finite element method (FEM). In order to verify the correctness of the assumed material’s models: concrete and reinforcing steel, the results obtained with the arc‑length method...
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Format: | Article |
Language: | English |
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Military University of Technology, Warsaw
2016-03-01
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Series: | Biuletyn Wojskowej Akademii Technicznej |
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Online Access: | http://biuletynwat.pl/icid/1197966 |
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author | Piotr Smarzewski |
author_facet | Piotr Smarzewski |
author_sort | Piotr Smarzewski |
collection | DOAJ |
description | This article discusses numerical solution of a reinforced concrete beam. The modelling was conducted with the rules of the finite element method (FEM). In order to verify the correctness of the assumed material’s models: concrete and reinforcing steel, the results obtained with the arc‑length method finite analysis were compared with experimental data. The method had been verified in the beam spatial model, in which concrete crushing at compressive and concrete stiffening at tensile are dominant phenomena. The arc-length method is the only one to offer the possibility of obtaining a complete load‑deflection curve with local and global softening.[b]Keywords[/b]: mechanics of concrete structures, finite element method, reinforced concrete beam, arc‑length algorithm |
first_indexed | 2024-03-12T06:54:56Z |
format | Article |
id | doaj.art-3f302ab585964f3b90e6564b809e22e3 |
institution | Directory Open Access Journal |
issn | 1234-5865 |
language | English |
last_indexed | 2024-03-12T06:54:56Z |
publishDate | 2016-03-01 |
publisher | Military University of Technology, Warsaw |
record_format | Article |
series | Biuletyn Wojskowej Akademii Technicznej |
spelling | doaj.art-3f302ab585964f3b90e6564b809e22e32023-09-03T00:05:32ZengMilitary University of Technology, WarsawBiuletyn Wojskowej Akademii Technicznej1234-58652016-03-01651334610.5604/12345865.11979661197966Numerical solution of reinforced concrete beam using arc-length methodPiotr Smarzewski0Lublin University of Technology, Faculty of Civil Engineering and Architecture, 40 Nadbystrzycka Str., 20-618 Lublin, PolandThis article discusses numerical solution of a reinforced concrete beam. The modelling was conducted with the rules of the finite element method (FEM). In order to verify the correctness of the assumed material’s models: concrete and reinforcing steel, the results obtained with the arc‑length method finite analysis were compared with experimental data. The method had been verified in the beam spatial model, in which concrete crushing at compressive and concrete stiffening at tensile are dominant phenomena. The arc-length method is the only one to offer the possibility of obtaining a complete load‑deflection curve with local and global softening.[b]Keywords[/b]: mechanics of concrete structures, finite element method, reinforced concrete beam, arc‑length algorithmhttp://biuletynwat.pl/icid/1197966mechanics of concrete structuresFinite Element Methodreinforced concrete beamarc‑length algorithm |
spellingShingle | Piotr Smarzewski Numerical solution of reinforced concrete beam using arc-length method Biuletyn Wojskowej Akademii Technicznej mechanics of concrete structures Finite Element Method reinforced concrete beam arc‑length algorithm |
title | Numerical solution of reinforced concrete beam using arc-length method |
title_full | Numerical solution of reinforced concrete beam using arc-length method |
title_fullStr | Numerical solution of reinforced concrete beam using arc-length method |
title_full_unstemmed | Numerical solution of reinforced concrete beam using arc-length method |
title_short | Numerical solution of reinforced concrete beam using arc-length method |
title_sort | numerical solution of reinforced concrete beam using arc length method |
topic | mechanics of concrete structures Finite Element Method reinforced concrete beam arc‑length algorithm |
url | http://biuletynwat.pl/icid/1197966 |
work_keys_str_mv | AT piotrsmarzewski numericalsolutionofreinforcedconcretebeamusingarclengthmethod |