Multi-objective morphology optimization of free-form cable-braced grid shells

被引:15
作者
Feng, Ruo-qiang [1 ,2 ]
Zhang, Linlin [3 ]
Ge, Jin-ming [4 ]
机构
[1] Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China
[2] S China Univ Technol, State Key Lab Subtrop Bldg Sci, Guangzhou 510500, Guangdong, Peoples R China
[3] Nanjing Inst Ind Technol, Nanjing 210046, Jiangsu, Peoples R China
[4] Int Century Design Architecture, Changzhou 213000, Jiangsu, Peoples R China
关键词
Free-form surfaces; multi-objective optimization; grid shell; shape optimization;
D O I
10.1007/s13296-015-9014-6
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper examines the multi-objective morphology optimization of free-form cable-braced grid shells. First, according to the shape forming method for grid shells, shape optimization can be realized by adjusting the generatrix and directrix rather than optimizing the whole surface. Second, the multi-objective shape optimization of free-form cable-braced grid shells is conducted. According to different practical requirements, the mechanical and geometric indexes, mechanical and economic indexes, or different mechanical indexes are used as multiple optimization objectives. Four main conclusions can be drawn from this study. First, with the above shape optimization method, the optimized surface does not change significantly; therefore, this method is useful in the shape optimization of grid shells with given initial surfaces. Second, among the static mechanical performance indexes, the mechanical behavior of the cable-braced grid shell is better with strain energy as the optimization objective. Third, with the weight of steel tubes and strain energy as the optimization objectives, the result of the multi-objective optimization that combines section optimization with shape optimization is favorable and practical in engineering applications. Fourth, when strain energy and the variance of the tube lengths are used as multiple optimization objectives, the structural mechanical behavior is not sensitive to the weight factor of variance of the tube lengths.
引用
收藏
页码:681 / 691
页数:11
相关论文
共 17 条
[1]  
Chun X., 2006, MULTIOBJECTIVE EVOLU, P7
[2]  
Deb K., 2001, WIL INT S SYS OPT
[3]   A survey and annotated bibliography of multiobjective combinatorial optimization [J].
Ehrgott M. ;
Gandibleux X. .
OR-Spektrum, 2000, 22 (4) :425-460
[4]   Shape optimization method of free-form cable-braced grid shells based on the translational surfaces technique [J].
Feng, Ruo-qiang ;
Ge, Jin-ming .
INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2013, 13 (03) :435-444
[5]   Stability of lamella cylinder cable-braced grid shells [J].
Feng Ruo-qiang ;
Yao Bin ;
Ye Jihong .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2013, 88 :220-230
[6]   Evaluation of the Buckling Load of an Elliptic Paraboloid Cable-Braced Grid Shell Using the Continuum Analogy [J].
Feng Ruo-qiang ;
Ye Jihong ;
Yao Bin .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2012, 138 (12) :1468-1478
[7]   A parametric strategy for free-form glass structures using quadrilateral planar facets [J].
Glymph, J ;
Shelden, D ;
Ceccato, C ;
Mussel, J ;
Schober, H .
AUTOMATION IN CONSTRUCTION, 2004, 13 (02) :187-202
[8]  
Goldberg D. E., 1989, GENETIC ALGORITHMS S, P22
[9]  
JIANG DJ, 2006, ADV SCI TECHNOLOGY W, V26, P81
[10]  
Kimuru T., 2007, P IASS, P360