Exploiting the Equilibrium Matrix to Ensure the Geometric Stability of Planar Trusses

Author(s):  
Isha Galaz Abdullah ◽  
David C. Weggel
Keyword(s):  
1997 ◽  
Vol 64 (4) ◽  
pp. 923-928
Author(s):  
K. Y. Volokh ◽  
O. Vilnay

Stability problem of bearing pin-jointed assemblies, in which the number of equilibrium equations is greater than the equilibrium matrix rank (underconstrained structures), is investigated. Local and overall stability of initial and loaded states are discussed. Theoretical considerations are accompanied by numerical examples.


The paper investigates the rigidity of two classes of three-dimensional pin-jointed assemblies which describe triangulated surfaces of hyperbolic paraboloidal shape: type 1 with straight boundaries, and type 2 with parabolic boundaries. The two arrangements have identical horizontal plans. The investigation begins with a brief historic review of techniques for detecting lack of rigidity. The behaviour of both type-1 and type-2 assemblies depends on the number n of bars on each edge of the structure and, although both geometric arrangements satisfy Maxwell rule (3 j ═ b , where j is the number of joints and b is the number of bars) for any value of n , all type-1 assemblies with n even and greater than 2 and type-2 assemblies with n > 1 are in fact not rigid. This result is first proved for some specific cases by the zero-load test; and then for arbitrary values of n . The equilibrium equations of each joint are written down in terms of a stress function, and are then assembled in an equilibrium matrix whose rank is found by general matrix manipulations. The number of inextensional mechanisms and static redundancies is also obtained. The rigidity of assemblies consisting of four interconnected type-1 hyperbolic paraboloidal sheets is also discussed, and it is concluded that they are equally prone to the same kind of misbehaviour.


2005 ◽  
Vol 20 (2) ◽  
pp. 107-113 ◽  
Author(s):  
Zhang Zhi-Hong ◽  
Dong Shi-Lin ◽  
Yukio Tamura

Some aspects of the application of the equilibrium matrix theory in hybrid space structures are discussed in this paper. In hybrid space structures that are composed of cables and bars only, the flexibility distribution of each bar element should be considered at the same time. Otherwise the structure would probably not be tensioned and constructed successfully. A method to obtain the flexibility distribution of cable-bar hybrid structures is presented by using compatibility equations and equilibrium equations at the same time. This is verified by two numerical examples (Example 1 and 2). In hybrid space structures composed of beams, cables and bars another problem exists, namely constructing the equilibrium matrix of two-node beam element. There are 6 or 3 columns for each two-node beam element in the whole equilibrium matrix. In the case of a suspen-dome there are lots of independent self-equilibrated stress modes. However, in a beam-string structure there is only one self-equilibrated stress mode. In order to avoid the combination of many independent self-stress modes a method named local analysis method is proposed in this paper to obtain the initial pre-stress distribution of the beams. A small beam-string structure is to verify this method.


1972 ◽  
Vol 34 (3) ◽  
pp. 712-714
Author(s):  
J. Gérard Muise ◽  
Renaud S. Leblanc ◽  
Clarence J. Jeffrey

Digram transitional probabilities were used to compare the uncertainty of the English and French languages. An equilibrium matrix ( A), an average information ( H) value and the redundancy ( C) were computed for both languages using a regular Markov process. Six exponentiations were required to reach an equilibrium with a maximum absolute deviation of 0.005. The value of H for English and French was 4.11 bits and 3.96 bits respectively. Redundancy C for English was 12.6% and for French 15.8%. Differences between languages were observed warranting caution in the use of sequential dependencies of letters in inter-language studies.


2016 ◽  
Vol 20 (5) ◽  
pp. 772-783 ◽  
Author(s):  
JinYu Lu ◽  
Xiao Dong ◽  
XiLei Zhao ◽  
XiaoLong Wu ◽  
GanPing Shu

A tensegrity structure is a type of self-balancing tensile structure, which consists of tension cables surrounding compression struts. Based on the geometry and topology of the classic half-octahedron tensegrity, this article presents a form-finding analysis of semi-regular tensegrity units using singular value decomposition of the equilibrium matrix. We propose the design formulas for the unit geometric transformation, obtain its internal self-stress modes and inextensional mechanism modes, and verify its geometric stability. Then, we devise a design method and compute the overall feasible self-stress of a tensegrity torus. A novel cable–strut tensile structural system is generated through combining a tensegrity torus and a Levy-type cable dome. Finally, a physical model is constructed to verify the feasibility of this structural system. This work enriches existing forms of tensegrity structures and contributes to further practical applications of tensegrity systems.


2019 ◽  
Vol 256 ◽  
pp. 05005
Author(s):  
Han Zhang ◽  
Bo Dong ◽  
Yiqun Zhang ◽  
Na Li

A method of cable-net shape design based on the equilibrium matrix method is proposed for a new parabolic cylindrical deployable antenna structure with fewer modules. And the inverse iteration method is adopted to find the shape of cable-truss structure with considering the truss deformation induced by cable tension. Firstly, the ideal geometrical configuration of the locally symmetric support cable is designed for the given truss. Then, the pretension distribution of the cable is solved by the equilibrium matrix method under the circumstance of the unchanged topology of cable-net structure, position of nodes and boundary condition. In addition, the inverse iteration method is adopted to find the shape of cable-truss structure. Finally, the validity of the method is verified by simulation analysis.


2019 ◽  
Vol 86 (3) ◽  
Author(s):  
Li-Yuan Zhang ◽  
Shi-Xin Zhu ◽  
Xiao-Fei Chen ◽  
Guang-Kui Xu

Tensegrities have exhibited great importance and numerous applications in many mechanical, aerospace, and biological systems, for which symmetric configurations are preferred as the tensegrity prototypes. Besides the well-known prismatic tensegrities, another ingenious group of tensegrities with high symmetry is the truncated regular polyhedral (TRP) tensegrities, including Z-based and rhombic types. Although Z-based TRP tensegrities have been widely studied in the form-finding and application issues, rhombic TRP tensegrities have been much less reported due to the lack of explicit solutions that can produce their symmetric configurations. Our former work presented a unified solution for the rhombic TRP tensegrities by involving the force-density method which yet cannot control structural geometric sizes and may produce irregular shapes. Here, using the structural equilibrium matrix-based form-finding method, we establish some analytical equations, in terms of structural geometric parameters and force-densities in elements, to directly construct the self-equilibrated, symmetric configurations of rhombic TRP tensegrities, i.e., tetrahedral, cubic/octahedral, and dodecahedral/icosahedral configurations. Moreover, it is proved, both theoretically and numerically, that all of our obtained rhombic TRP tensegrities are super-stable and thus can be stable for any level of the force-densities without causing element material failure, which is beneficial to their actual construction. This study helps to readily design rhombic tensegrities with high symmetry and develop novel biomechanical models, mechanical metamaterials, and advanced mechanical devices.


2011 ◽  
Vol 66-68 ◽  
pp. 1781-1785
Author(s):  
Tian Sheng Shi ◽  
Jin Yu Lu ◽  
Liu Zhen Yao ◽  
Yuan Lin Du

Tensegrity is a novel structure which attracts structure engineers’ interest because of its light weight and efficient structural behavior. Nowadays researches are mainly concentrated in the area of regular and irregular tensegrity, both of which are not suitable in many situations on account of their shapes or member length conditions. Thus, a new concept of semi-regular tensegrity was proposed in this paper. Based on the singular value decomposition of equilibrium matrix, an enumerative algorithm for the form-finding of semi-regular tensegrity was presented. According to the distribution of the minimum singular value of matrix, the configuration of semi-regular tensegrity was discovered. The obtained tensegrity was used as modulus for the generation of single curved cable-strut grid. A numerical example was illustrated to indicate that the proposed tensegrity modulus was feasible and advantageous in constructing single-curved tensegrity grid. Finally, the future research in the area of semi-regular tensegrity and its application was prospected.


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