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 in | Journal of Zhejiang University. A. Science Vol. 15; no. 10; pp. 813 - 828 | 
|---|---|
| Main Authors | , , | 
| Format | Journal Article | 
| Language | English | 
| Published | 
        Hangzhou
          Zhejiang University Press
    
        01.10.2014
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| Subjects | |
| Online Access | Get full text | 
| ISSN | 1673-565X 1862-1775 1862-1775  | 
| DOI | 10.1631/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. | 
    
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| 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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| CitedBy_id | crossref_primary_10_1016_j_autcon_2024_105288 crossref_primary_10_1016_j_engstruct_2023_115621 crossref_primary_10_1007_s12205_018_1810_z crossref_primary_10_1177_13694332231175229 crossref_primary_10_1631_jzus_A1500081  | 
    
| Cites_doi | 10.1016/j.enggeo.2011.05.014 10.1260/0266351991494759 10.1016/j.cma.2005.11.007 10.1080/00207160801965339 10.1016/j.enggeo.2012.11.015 10.1016/0020-7683(91)90137-5 10.1016/0045-7949(84)90142-1 10.1007/s11431-011-4715-3 10.1016/S0020-7683(99)00178-X 10.1016/j.compstruc.2014.01.020 10.1016/0045-7825(74)90045-0 10.1016/0045-7825(82)90081-0 10.1016/0045-7825(74)90046-2 10.1016/j.enggeo.2008.02.007 10.1061/JSDEAG.0003179 10.1007/978-3-7091-0231-2_5 10.1007/1-4020-3317-6_1 10.4203/ccp.7.12.2  | 
    
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| DocumentTitle_FL | 张力索网结构零应力态与预应力态计算方法 | 
    
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| 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  | 
    
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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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