Effective insights into the geometric stability of symmetric skeletal structures under symmetric variations

被引:42
作者
Chen, Yao [1 ]
Sareh, Pooya [2 ]
Feng, Jian [1 ]
机构
[1] Southeast Univ, Natl Prestress Engn Res Ctr, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing 210096, Jiangsu, Peoples R China
[2] Univ Cambridge, Dept Engn, Adv Struct Grp, Cambridge CB2 1PZ, England
基金
中国国家自然科学基金;
关键词
Mobility; Kinematically indeterminate; Group theory; Initial imperfection; Kinematic constraint; Removal of members; PRISMATIC TENSEGRITY STRUCTURES; PIN-JOINTED STRUCTURES; FINITE MECHANISMS; MATRIX ANALYSIS; SPACE-TRUSSES; FRAMEWORKS; STIFFNESS; RIGIDITY; MOBILITY; EQUILIBRIUM;
D O I
10.1016/j.ijsolstr.2015.05.023
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Geometric stability is a necessary criterion to guarantee stable equilibrium in engineering structures. However, we generally encounter enormous calculations to examine the geometric stability when we make variations on the geometry or the connectivity of a given kinematically and statically indeterminate structure. This study describes how symmetry is utilized to enhance the mobility and geometric stability analysis of symmetric skeletal structures. Symmetry-extended mobility distinguishes representations of the internal mechanisms and self-stress states from relative mobility based on their inherent symmetries using group-theoretic method. Thus, it acts as an efficient tool to evaluate the order of internal mechanisms that may be indistinguishable by traditional structural approaches. Further, it is used to gain effective insights into the mobility and geometric stability of a symmetric skeletal structure with symmetrically perturbed connectivity or geometry. The first-order changes of symmetry-extended mobility are deduced to describe the changes induced by the variations of nodal coordinates, members, and kinematic constraints, respectively. Examples are given to verify the correctness and effectiveness of the proposed method. We show that the geometry or connectivity of kinematically indeterminate symmetric skeletal structures can be altered while at the same time retaining geometric stability and some or all of the original symmetry. The results have potential application in the design of novel deployable structures. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:277 / 290
页数:14
相关论文
共 48 条
[1]  
Altmann S., 1994, Theory Tables
[2]  
Calladine CR, 1991, INT J SOLIDS STRUCT, V27, P505, DOI 10.1016/0020-7683(91)90137-5
[3]  
Chen Y., 2012, J. Int. Assoc. Shell Spat. Struct, V53, P157
[4]   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
[5]   Mobility and kinematic simulations of cyclically symmetric deployable truss structures [J].
Chen, Yao ;
Feng, Jian ;
Fan, Linzi .
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART C-JOURNAL OF MECHANICAL ENGINEERING SCIENCE, 2013, 227 (10) :2218-2227
[6]   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
[7]   Novel Form-Finding of Tensegrity Structures Using Ant Colony Systems [J].
Chen, Yao ;
Feng, Jian ;
Wu, Yongfen .
JOURNAL OF MECHANISMS AND ROBOTICS-TRANSACTIONS OF THE ASME, 2012, 4 (03)
[8]   Second-order rigidity and prestress stability for tensegrity frameworks [J].
Connelly, R ;
Whiteley, W .
SIAM JOURNAL ON DISCRETE MATHEMATICS, 1996, 9 (03) :453-491
[9]   When is a symmetric pin-jointed framework isostatic? [J].
Connelly, R. ;
Fowler, P. W. ;
Guest, S. D. ;
Schulze, B. ;
Whiteley, W. J. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2009, 46 (3-4) :762-773
[10]   RIGIDITY AND ENERGY [J].
CONNELLY, R .
INVENTIONES MATHEMATICAE, 1982, 66 (01) :11-33