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Mechanical Behavior and Performance Degradation of Structural Cables in Buildings: A Comprehensive Review
Xu Chen1, Hai Zhang1,2, Hongbo Liu3
1School of Civil Engineering, Tianjin Chengjian University, Tianjin 300384, China.
This review examines the physical and mechanical properties of architectural cables like steel strands and wire ropes. It provides essential data for structural design, focusing on performance under various conditions and material degradation.
Area of Science:
- Structural Engineering
- Materials Science
- Mechanical Engineering
Background:
- Cables are crucial load-bearing components in long-span spatial structures due to their advantageous properties.
- A comprehensive understanding of cable mechanical behavior is vital for structural design and safety assessments.
Purpose of the Study:
- To systematically review the physical and mechanical properties of commonly used architectural cables.
- To provide reference data for key performance indicators and examine influencing factors on cable behavior.
Main Methods:
- Systematic literature review of cable properties and mechanical responses.
- Examination of semi-parallel wire strand (SPWS), Galfan-coated steel strand (GSS), and full-locked coil wire rope (LCR).
- Analysis of fundamental characteristics, stress relaxation, creep, high-temperature performance, corrosion, and post-fracture behavior.
Main Results:
- Identified key mechanical parameters: elastic modulus, axial/bending stiffness, and coefficient of thermal expansion.
- Highlighted superior corrosion resistance of LCR and GSS.
- Elucidated stress redistribution and residual capacity after wire rupture.
Conclusions:
- The review offers critical data for architectural cable selection and design.
- Future research directions are proposed to enhance durability and performance in cable-supported structures.
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