Axial stress–strain behaviour of bamboo composite tube-confined recycled aggregate concrete with different aggregate replacement ratios
Author:
Affiliation:
1. College of Civil Engineering, Nanjing Forestry University, Nanjing, People’s Republic of China
2. School of Civil Engineering, Southeast University, Nanjing, People’s Republic of China
Funder
National Natural Science Foundation of China
Jiangsu Provincial Key Research and Development Program
Natural Science Foundation of Jiangsu Province
Qinglan Project of Jiangsu Province of China
Publisher
Informa UK Limited
Subject
General Materials Science
Link
https://www.tandfonline.com/doi/pdf/10.1080/17480272.2023.2229275
Reference52 articles.
1. Experimental investigations on the bearing properties of bamboo scrimber joints by a bolted bamboo-steel-bamboo connection
2. Compressive behaviour of double skin sections with stainless steel outer tubes and recycled aggregate concrete
3. Different influence of replacement ratio of recycled aggregate on uniaxial stress-strain relationship for recycled concrete with different concrete strengths
4. Behavior of CFRP-confined recycled aggregate concrete under axial compression
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