Bending calculation of multi-span beam under arbitrary boundary conditions and engineering application thereof

<b>[Objectives]</b> To find the worst-case of a deck structure under patch loading quickly.<b>[Methods]</b> For the bending of a multi-span beam under arbitrary boundary conditions,an Improved Fourier Series Method(IFSM)is used to describe the displacement functions of the mu...

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Main Authors: Xiong Jianfeng, Yan Xiaojie, Jiang Puyu, Liu Jun, Cheng Yuansheng
Format: Article
Language:English
Published: Editorial Office of Chinese Journal of Ship Research 2019-08-01
Series:Zhongguo Jianchuan Yanjiu
Subjects:
Online Access:http://www.ship-research.com/EN/Y2019/V14/I4/61
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author Xiong Jianfeng
Yan Xiaojie
Jiang Puyu
Liu Jun
Cheng Yuansheng
author_facet Xiong Jianfeng
Yan Xiaojie
Jiang Puyu
Liu Jun
Cheng Yuansheng
author_sort Xiong Jianfeng
collection DOAJ
description <b>[Objectives]</b> To find the worst-case of a deck structure under patch loading quickly.<b>[Methods]</b> For the bending of a multi-span beam under arbitrary boundary conditions,an Improved Fourier Series Method(IFSM)is used to describe the displacement functions of the multi-span beam,list the boundary equations that the displacement functions need to meet and solve such equations to obtain the relational expressions of coefficients;and then an energy control equation is obtained on the basis of the Hamilton principle,the displacement functions of beam structure satisfying the boundary conditions is acquired with the Galerkin method,and the functions are compared with the finite element results by means of example analysis. Finally,this method is applied to the calculation of the worst-case analysis of multi-span beam under patch loading.<b>[Results]</b> The results show that the error between the result of this paper and the finite element analysis is less than 0.05%,indicating good accuracy.<b>[Conclusions]</b> Compared with finite element method,the speed of solving the worst-case of the multi-span beam is greatly reduced by using this method,and a more accurate location to which the worst-case of patching loading is applied is obtained by combining the genetic algorithms.
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spelling doaj.art-439c389d3cd3483c944e101e08e7d0642022-12-21T19:27:13ZengEditorial Office of Chinese Journal of Ship ResearchZhongguo Jianchuan Yanjiu1673-31851673-31852019-08-01144616610.19693/j.issn.1673-3185.01207201904009Bending calculation of multi-span beam under arbitrary boundary conditions and engineering application thereofXiong Jianfeng0Yan Xiaojie1Jiang Puyu2Liu Jun3Cheng Yuansheng4School of Naval Architecture and Ocean Engineering, Huazhong University of Science and Technology, Wuhan 430074, ChinaNational Key Laboratory on Ship Vibration & Noise, China Ship Development and Design Center, Wuhan 430064, ChinaSchool of Naval Architecture and Ocean Engineering, Huazhong University of Science and Technology, Wuhan 430074, ChinaSchool of Naval Architecture and Ocean Engineering, Huazhong University of Science and Technology, Wuhan 430074, ChinaSchool of Naval Architecture and Ocean Engineering, Huazhong University of Science and Technology, Wuhan 430074, China<b>[Objectives]</b> To find the worst-case of a deck structure under patch loading quickly.<b>[Methods]</b> For the bending of a multi-span beam under arbitrary boundary conditions,an Improved Fourier Series Method(IFSM)is used to describe the displacement functions of the multi-span beam,list the boundary equations that the displacement functions need to meet and solve such equations to obtain the relational expressions of coefficients;and then an energy control equation is obtained on the basis of the Hamilton principle,the displacement functions of beam structure satisfying the boundary conditions is acquired with the Galerkin method,and the functions are compared with the finite element results by means of example analysis. Finally,this method is applied to the calculation of the worst-case analysis of multi-span beam under patch loading.<b>[Results]</b> The results show that the error between the result of this paper and the finite element analysis is less than 0.05%,indicating good accuracy.<b>[Conclusions]</b> Compared with finite element method,the speed of solving the worst-case of the multi-span beam is greatly reduced by using this method,and a more accurate location to which the worst-case of patching loading is applied is obtained by combining the genetic algorithms.http://www.ship-research.com/EN/Y2019/V14/I4/61multi-span beampatch loadingbendingarbitrary boundary conditionsHamilton principleworst-case analysis
spellingShingle Xiong Jianfeng
Yan Xiaojie
Jiang Puyu
Liu Jun
Cheng Yuansheng
Bending calculation of multi-span beam under arbitrary boundary conditions and engineering application thereof
Zhongguo Jianchuan Yanjiu
multi-span beam
patch loading
bending
arbitrary boundary conditions
Hamilton principle
worst-case analysis
title Bending calculation of multi-span beam under arbitrary boundary conditions and engineering application thereof
title_full Bending calculation of multi-span beam under arbitrary boundary conditions and engineering application thereof
title_fullStr Bending calculation of multi-span beam under arbitrary boundary conditions and engineering application thereof
title_full_unstemmed Bending calculation of multi-span beam under arbitrary boundary conditions and engineering application thereof
title_short Bending calculation of multi-span beam under arbitrary boundary conditions and engineering application thereof
title_sort bending calculation of multi span beam under arbitrary boundary conditions and engineering application thereof
topic multi-span beam
patch loading
bending
arbitrary boundary conditions
Hamilton principle
worst-case analysis
url http://www.ship-research.com/EN/Y2019/V14/I4/61
work_keys_str_mv AT xiongjianfeng bendingcalculationofmultispanbeamunderarbitraryboundaryconditionsandengineeringapplicationthereof
AT yanxiaojie bendingcalculationofmultispanbeamunderarbitraryboundaryconditionsandengineeringapplicationthereof
AT jiangpuyu bendingcalculationofmultispanbeamunderarbitraryboundaryconditionsandengineeringapplicationthereof
AT liujun bendingcalculationofmultispanbeamunderarbitraryboundaryconditionsandengineeringapplicationthereof
AT chengyuansheng bendingcalculationofmultispanbeamunderarbitraryboundaryconditionsandengineeringapplicationthereof