Abstract
The study develops textile-reinforced concrete (TRC) trusses, reinforced with 3D textiles. It is argued that, by taking advantage of textiles’ ability to conform to complex shapes and their corrosion resistance, TRC truss structures enable a substantial reduction in material and weight through efficient load transfer mechanisms. An experimental investigation explores the design methodology and manufacturing possibilities, as well as the macro-structural response and the cracking and failure mechanisms under flexural loading. Additionally, the study investigates the effects of various reinforcement layouts associated with different anchoring feasibilities and reinforcement ratios on the structural performance. It was found that TRC trusses maintain their structural performance compared to full cross-sectional rectangular TRC beams while achieving significant material savings and weight reduction (about 50 %). It was also found that effective anchoring is a dominant parameter governing structural response. Results from this study highlight the high potential of TRC trusses as a sustainable alternative for structural components.
Original language | American English |
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Article number | 118361 |
Journal | Composite Structures |
Volume | 345 |
DOIs | |
State | Published - 1 Oct 2024 |
Keywords
- Cracking analysis
- Experimental investigation
- Flexural behavior
- Structural performance
- TRC technology
- Truss structures
All Science Journal Classification (ASJC) codes
- Ceramics and Composites
- Civil and Structural Engineering