Computational methods for the zero-stress state and the pre-stress state of tensile cable-net structures

This paper proposes an extended design concept and mechanical description for cable-net structures, including 10 states and 15 procedures which are defined according to their physical nature and analytical capabilities. In the pre-stress release analysis, an iterative computational method is develop...

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Published inJournal of Zhejiang University. A. Science Vol. 15; no. 10; pp. 813 - 828
Main Authors Chen, Wu-jun, Zhou, Jin-yu, Zhao, Jun-zhao
Format Journal Article
LanguageEnglish
Published Hangzhou Zhejiang University Press 01.10.2014
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ISSN1673-565X
1862-1775
1862-1775
DOI10.1631/jzus.A1400080

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Abstract This paper proposes an extended design concept and mechanical description for cable-net structures, including 10 states and 15 procedures which are defined according to their physical nature and analytical capabilities. In the pre-stress release analysis, an iterative computational method is developed for the inverse evaluation from the equilibrium state to the zero-stress state, which adopts the least norm least square approach (LNLS) to the compatibility equation because of the indeterminate property of a cable-net structure. In the pre-tensioning development analysis, another iterative computational method is developed for the positive problem from the zero-stress state to the actual pre-stress state by moving the boundary joints, in which the explicit governing equations are formulated based on the particular energy function and a feasible self-stress mode is adopted to avoid the singularity of the initial stiffness matrix. To implement these methods, Matlab algorithms are developed and two examples are investigated. By comparing the results of the iterative method with those of the dynamic relaxation method, this study determines that they are comparable with each other, which validates the efficiency and accuracy of these iterative methods.
AbstractList This paper proposes an extended design concept and mechanical description for cable-net structures, including 10 states and 15 procedures which are defined according to their physical nature and analytical capabilities. In the pre-stress release analysis, an iterative computational method is developed for the inverse evaluation from the equilibrium state to the zero-stress state, which adopts the least norm least square approach (LNLS) to the compatibility equation because of the indeterminate property of a cable-net structure. In the pre-tensioning development analysis, another iterative computational method is developed for the positive problem from the zero-stress state to the actual pre-stress state by moving the boundary joints, in which the explicit governing equations are formulated based on the particular energy function and a feasible self-stress mode is adopted to avoid the singularity of the initial stiffness matrix. To implement these methods, Matlab algorithms are developed and two examples are investigated. By comparing the results of the iterative method with those of the dynamic relaxation method, this study determines that they are comparable with each other, which validates the efficiency and accuracy of these iterative methods.
Author Zhao, Jun-zhao
Zhou, Jin-yu
Chen, Wu-jun
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10.1016/j.cma.2005.11.007
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10.1016/0045-7949(84)90142-1
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10.1016/j.compstruc.2014.01.020
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Issue 10
Keywords Pre-stress state
Zero-stress state
零应力态
Inverse problem
TU393.3
预应力释放分析
Form finding
张拉索网结构
Tensile cable-net structure
Pre-stress release analysis
预应力态
预应力成形分析
找形分析
Pre-tensioning development analysis
逆问题
Language English
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  publication-title: Engineering Geology
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Snippet This paper proposes an extended design concept and mechanical description for cable-net structures, including 10 states and 15 procedures which are defined...
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SubjectTerms Algorithms
Boundaries
Civil Engineering
Classical and Continuum Physics
Computation
Engineering
Industrial Chemistry/Chemical Engineering
Iterative methods
Mathematical analysis
Matlab
Mechanical Engineering
Stiffness matrix
Universities
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Title Computational methods for the zero-stress state and the pre-stress state of tensile cable-net structures
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