Improved Symmetry Method for the Mobility of Regular Structures Using Graph Products

被引:35
作者
Chen, Yao [1 ,2 ]
Feng, Jian [1 ,2 ]
机构
[1] Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China
[2] Southeast Univ, Natl Prestress Engn Res Ctr, Nanjing 210096, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Mechanism mode; Self-stress states; Cable net; Dome structure; Group theory; Pin-jointed structures; Analysis and computation; PIN-JOINTED STRUCTURES; EFFICIENT METHOD; SPACE STRUCTURES; MATRIX ANALYSIS; STABILITY; MECHANISMS; FRAMEWORKS; DECOMPOSITION; FORMULATIONS; EXTENSION;
D O I
10.1061/(ASCE)ST.1943-541X.0001512
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Mobility analysis plays a key role in form finding and design of novel kinematically indeterminate structures. For large-scale or complex structures, it demands considerable computations and analyses, and, thus, efficient method is of great interest. Because many structures could be viewed as the product of two or three subgraphs, such structures are called regular structures and usually hold certain symmetries. Combining graph theory with group representation theory, this paper proposes an improved symmetry method for the mobility of kinematically indeterminate pin-jointed structures. The concepts of graph products are described and utilized, to simplify the conventional symmetry-extended mobility rule. Based on the definitions of the Cartesian product, the direct product, and the strong Cartesian product, the authors establish the representations of nodes and members for the graph products, respectively. The proposed method focuses on the simple subgraphs, which generate the entire structure, and computes the matrix representations of the nodes and members under each symmetry operation. Therefore, symmetry analysis of the entire structure is transformed into independent evaluations on the subgraphs. Mobility of symmetric structures with a large number of nodes and members is studied, and the static and kinematic indeterminacy of the structures is evaluated using the proposed method.
引用
收藏
页数:14
相关论文
共 42 条
[1]  
Altmann S.L., 1994, Point-group theory tables
[2]  
[Anonymous], 2004, J COMPUTATIONAL APPL
[3]  
Calladine CR, 1991, INT J SOLIDS STRUCT, V27, P505, DOI 10.1016/0020-7683(91)90137-5
[4]   EXTENSION OF EULER THEOREM TO SYMMETRY PROPERTIES OF POLYHEDRA [J].
CEULEMANS, A ;
FOWLER, PW .
NATURE, 1991, 353 (6339) :52-54
[5]  
Chen Y, 2012, J. Int. Assoc. Shell Spatial Struct, V53, p157?62
[6]   Group-theoretic method for efficient buckling analysis of prestressed space structures [J].
Chen, Yao ;
Feng, Jian .
ACTA MECHANICA, 2015, 226 (03) :957-973
[7]   A necessary condition for stability of kinematically indeterminate pin-jointed structures with symmetry [J].
Chen, Yao ;
Feng, Jian ;
Zhang, Yuting .
MECHANICS RESEARCH COMMUNICATIONS, 2014, 60 :64-73
[8]   Efficient Method for Moore-Penrose Inverse Problems Involving Symmetric Structures Based on Group Theory [J].
Chen, Yao ;
Feng, Jian .
JOURNAL OF COMPUTING IN CIVIL ENGINEERING, 2014, 28 (02) :182-190
[9]   Generalized Eigenvalue Analysis of Symmetric Prestressed Structures Using Group Theory [J].
Chen, Yao ;
Feng, Jian .
JOURNAL OF COMPUTING IN CIVIL ENGINEERING, 2012, 26 (04) :488-497
[10]   Second-order rigidity and prestress stability for tensegrity frameworks [J].
Connelly, R ;
Whiteley, W .
SIAM JOURNAL ON DISCRETE MATHEMATICS, 1996, 9 (03) :453-491