Structural Optimization Design of Steel Tubular Arched Bridge Based on APDL

doi:10.4028/www.scientific.net/AMM.638-640.1045

CORC > 兰州理工大学 > 兰州理工大学 > 理学院

	Structural Optimization Design of Steel Tubular Arched Bridge Based on APDL
	Ma, YongBin; Wang, JingYu; Gu, BingDong
	2014
关键词	Steel tubular arched bridge APDL Structure optimization
卷号	638-640
DOI	10.4028/www.scientific.net/AMM.638-640.1045
页码	1045-1048
英文摘要	In order to optimize the structure of steel tube arched bridge, the parameterized model of steel tube arched bridge shall be established on the basis of APDL of ANSYS finite element. based on the huge computational power of ANSYS and the flexibility of APDL parameterization language, choose width of longitudinal beam, radius of arch ring and radius of suspender as design variables, regard maximum deflection and maximum stress as state variables, and take total volume as objective function. Realize structure optimization analysis of steel tubular arched bridge via parameterization computation.
会议录	Progress in Industrial and Civil Engineering III, Pt 1
会议录出版者	TRANS TECH PUBLICATIONS LTD
会议录出版地	LAUBLSRUTISTR 24, CH-8717 STAFA-ZURICH, SWITZERLAND
语种	英语
WOS研究方向	Engineering ; Materials Science ; Mechanics
WOS记录号	WOS:000348897500200
内容类型	会议论文
源URL	[http://119.78.100.223/handle/2XXMBERH/36596]
专题	理学院
通讯作者	Ma, YongBin
作者单位	Lanzhou Univ Technol, Sch Sci, Lanzhou 730050, Peoples R China
推荐引用方式 GB/T 7714	Ma, YongBin,Wang, JingYu,Gu, BingDong. Structural Optimization Design of Steel Tubular Arched Bridge Based on APDL[C]. 见:.