Flexural behavior and load-bearing capacity calculation methodology for wooden beams strengthened using aluminum plates attached with self-tapping screws
Author:
Affiliation:
1. Fujian Key Laboratory of New Technology and Information Technology in Civil Engineering, Fujian University of Technology, Fuzhou, People’s Republic of China
Funder
China Postdoctoral Science Foundation
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/17480272.2024.2305250
Reference42 articles.
1. Elastic design of steel-timber composite beams
2. Behaviour of embedded bolted shear connectors in steel-timber composite beams subjected to cyclic loading
3. Experimental investigation of timber beams strengthened by bamboo scrimber with anchorage structure
4. Experimental and theoretical investigation of long-term performance of steel-timber composite beams
5. Long-term coupled analysis of steel-timber composite (STC) beams
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