Finite element analysis of box girder by using ANSYS software

In this research, a steel box girder was analyzed ANSYS program with the Monte Carlo simulation direct sampling probabilistic method. The objective of this analysis is to modeling the box girder in an ANSYS FEM design, check the frame structure of box girder in force and moments, axial + bending and...

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Main Author: Zhang, Kai Yuan
Format: Undergraduates Project Papers
Language:English
English
English
Published: 2015
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/12201/
http://umpir.ump.edu.my/id/eprint/12201/
http://umpir.ump.edu.my/id/eprint/12201/1/FKASA%20-%20ZHANG%20KAI%20YUAN%20%28CD9291%29.pdf
http://umpir.ump.edu.my/id/eprint/12201/2/FKASA%20-%20ZHANG%20KAI%20YUAN%20%28CD9291%29%20-%20CHAP%201.pdf
http://umpir.ump.edu.my/id/eprint/12201/10/FKASA%20-%20ZHANG%20KAI%20YUAN%20%28CD9291%29%20-%20CHAP%203.pdf
id ump-12201
recordtype eprints
spelling ump-122012016-03-17T03:38:27Z http://umpir.ump.edu.my/id/eprint/12201/ Finite element analysis of box girder by using ANSYS software Zhang, Kai Yuan TA Engineering (General). Civil engineering (General) In this research, a steel box girder was analyzed ANSYS program with the Monte Carlo simulation direct sampling probabilistic method. The objective of this analysis is to modeling the box girder in an ANSYS FEM design, check the frame structure of box girder in force and moments, axial + bending and stress and strain graph and to determine the result based on difference graph. In addition, the structure is checked accordingly bothto Eurocode 2 and Eurocode 3. Nowadays box girder is widely used for the construction of the bridge. It is very convenient to place the electric cable or any other necessary equipment which the designer wish to go through it. A significant advantage of box girder is able to support large amounts of weight in the same length compared to the I-beam. The continuing expansion of the road network throughout the world mainly in traffic greatly improved results of extensive city population and urban growth. Span range is more for box girder-bridge as the comparison of the T shaped beam-bridge produces a relatively small number of piers with the valley width and the resulting economic. From the results of simulation, we get to know the real behaviour of the structure under the applied loads. In probabilistic analysis, we get the results of probabilistic density function plot, cumulative distribution function plot and histogram plot by 1000 times of simulation for any input and output. 2015-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12201/1/FKASA%20-%20ZHANG%20KAI%20YUAN%20%28CD9291%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12201/2/FKASA%20-%20ZHANG%20KAI%20YUAN%20%28CD9291%29%20-%20CHAP%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12201/10/FKASA%20-%20ZHANG%20KAI%20YUAN%20%28CD9291%29%20-%20CHAP%203.pdf Zhang, Kai Yuan (2015) Finite element analysis of box girder by using ANSYS software. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92194&theme=UMP2
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Zhang, Kai Yuan
Finite element analysis of box girder by using ANSYS software
description In this research, a steel box girder was analyzed ANSYS program with the Monte Carlo simulation direct sampling probabilistic method. The objective of this analysis is to modeling the box girder in an ANSYS FEM design, check the frame structure of box girder in force and moments, axial + bending and stress and strain graph and to determine the result based on difference graph. In addition, the structure is checked accordingly bothto Eurocode 2 and Eurocode 3. Nowadays box girder is widely used for the construction of the bridge. It is very convenient to place the electric cable or any other necessary equipment which the designer wish to go through it. A significant advantage of box girder is able to support large amounts of weight in the same length compared to the I-beam. The continuing expansion of the road network throughout the world mainly in traffic greatly improved results of extensive city population and urban growth. Span range is more for box girder-bridge as the comparison of the T shaped beam-bridge produces a relatively small number of piers with the valley width and the resulting economic. From the results of simulation, we get to know the real behaviour of the structure under the applied loads. In probabilistic analysis, we get the results of probabilistic density function plot, cumulative distribution function plot and histogram plot by 1000 times of simulation for any input and output.
format Undergraduates Project Papers
author Zhang, Kai Yuan
author_facet Zhang, Kai Yuan
author_sort Zhang, Kai Yuan
title Finite element analysis of box girder by using ANSYS software
title_short Finite element analysis of box girder by using ANSYS software
title_full Finite element analysis of box girder by using ANSYS software
title_fullStr Finite element analysis of box girder by using ANSYS software
title_full_unstemmed Finite element analysis of box girder by using ANSYS software
title_sort finite element analysis of box girder by using ansys software
publishDate 2015
url http://umpir.ump.edu.my/id/eprint/12201/
http://umpir.ump.edu.my/id/eprint/12201/
http://umpir.ump.edu.my/id/eprint/12201/1/FKASA%20-%20ZHANG%20KAI%20YUAN%20%28CD9291%29.pdf
http://umpir.ump.edu.my/id/eprint/12201/2/FKASA%20-%20ZHANG%20KAI%20YUAN%20%28CD9291%29%20-%20CHAP%201.pdf
http://umpir.ump.edu.my/id/eprint/12201/10/FKASA%20-%20ZHANG%20KAI%20YUAN%20%28CD9291%29%20-%20CHAP%203.pdf
first_indexed 2023-09-18T22:13:36Z
last_indexed 2023-09-18T22:13:36Z
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