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- W3027302286 abstract "In general, space structures are structural systems that have three-dimensional performance and include nets, tensegrites, dome, cable nets, spray systems, folding structures and cache forms. Tensegrite structures are spatial lattice systems that include a discontinuous set of compression elements inside a continuous environment of tensile elements whose structural stiffness is caused by self-tension. The limited studies available to the predetermined stages of compression elements and the pre-failure or relaxation of tensile elements, the absence of strain hardening for tensile members after the plastic region, and the elaboration of the tensile failure mechanism as well as the nonlinear behavior of the tensile members, Factors that indicate the importance of studying the sustainability behavior of creep structures.In this study, the stability of diagonal tensegrites and geometric flexural two-layer tensegrites by performing failure analyzes using finite element method has been investigated. In this study, the ratio of the effective length of compression coefficients, self-tension stress level, and different support conditions on the unstable behavior of the studied tensegrites are investigated. The results of the analysis show that these parameters have a great influence on the type of failure mechanisms, structural strength and stiffness of the studied constituents. Finally, using the obtained results, suggestions for the minimum and maximum levels of self-tensioning have been proposed, so that the structure is sufficiently hard and not fail in an improper manner." @default.
- W3027302286 created "2020-05-29" @default.
- W3027302286 creator A5027838350 @default.
- W3027302286 date "2018-01-01" @default.
- W3027302286 modified "2023-09-23" @default.
- W3027302286 title "Comparing static stability behavior of modular tensegrity barrel vaults with reticulated barrel vaults" @default.
- W3027302286 hasPublicationYear "2018" @default.
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