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Time-Dependent Analysis of Prestressed Cable Nets
- Source :
- Journal of Structural Engineering. 142
- Publication Year :
- 2016
- Publisher :
- American Society of Civil Engineers (ASCE), 2016.
-
Abstract
- In this paper, time-dependent nonlinear numerical and analytical computational models suitable for rheological analysis of prestressed cable nets subjected to creep effects are presented. The principal aim of this contribution is to describe a developed design computational tool for a theoretical simulation of the time-dependent behavior of cable nets and predict their rheological characteristics. For this purpose, a modified finite-element method for the time-dependent analysis of materially linear and geometrically nonlinear cable nets is proposed. Creep constitutive equations in the logarithmic form are incorporated into the finite-element model to express the current lengths of cables as the functions of creep strain increments. As an extension of the Irvine approach, a geometrically nonlinear time-dependent analytical static solution of taut flat cable nets over an orthogonal square plan is presented. The cable net is replaced by an equivalent membrane. Creep strain is incorporated into the c...
- Subjects :
- Cable net
Engineering
Computational model
Current (mathematics)
business.industry
Mechanical Engineering
Constitutive equation
020101 civil engineering
02 engineering and technology
Building and Construction
Structural engineering
Square (algebra)
0201 civil engineering
Nonlinear system
020303 mechanical engineering & transports
0203 mechanical engineering
Creep
Mechanics of Materials
General Materials Science
business
Civil and Structural Engineering
Logarithmic form
Subjects
Details
- ISSN :
- 1943541X and 07339445
- Volume :
- 142
- Database :
- OpenAIRE
- Journal :
- Journal of Structural Engineering
- Accession number :
- edsair.doi...........41e2a7b2776e9525ba4fc3156db2fcc9
- Full Text :
- https://doi.org/10.1061/(asce)st.1943-541x.0001465