Guangyao Yang
Research Subjects
Research Interests
Guangyao Yang has a total of 6 co-authors. Here are the top co-authors by number of shared publications:
- Fangxian Li
School of Materials Science and Engineering, South China University of Technology, Guangzhou, China
1 shared publication - Haoliang Huang
School of Materials Science and Engineering, South China University of Technology, Guangzhou, China
1 shared publication Jiangxiong Wei
South China University of Technology
1 shared publication- Jiangxiong Wei
School of Materials Science and Engineering, South China University of Technology, Guangzhou, China
1 shared publication Qijun Yu
South China University of Technology
1 shared publication- Qijun Yu
School of Materials Science and Engineering, South China University of Technology, Guangzhou 510640, China
1 shared publication
Latest Publications
- 22 May 2025
- Published by Springer Nature
- p. 220-230
The Dual Effects of Fibers on Fracture Property of UHPC
- 22 May 2025
- Published by Springer Nature
- p. 220-230
The Dual Effects of Fibers on Fracture Property of UHPC
- Open Access
Investigation of the Match Relation between Steel Fiber and High-Strength Concrete Matrix in Reactive Powder Concrete
This study investigated the strength and toughness of reactive powder concrete (RPC) made with various steel fiber lengths and concrete strengths. The results indicated that among RPC samples with strength of 150 MPa, RPC reinforced with long steel fibers had the highest compressive strength, peak strength, and toughness. Among the RPC samples with strength of 270 MPa, RPC reinforced with short steel fibers had the highest compressive strength, and peak strength, while RPC reinforced with medium-length steel fibers had the highest toughness. As a result of the higher bond adhesion between fibers and ultra-high-strength RPC matrix, long steel fibers were more effective for the reinforcement of RPC with strength of 150 MPa, while short steel fibers were more effective for the reinforcement of RPC with strength of 270 MPa.
Open AccessInvestigation of the Match Relation between Steel Fiber and High-Strength Concrete Matrix in Reactive Powder Concrete
This study investigated the strength and toughness of reactive powder concrete (RPC) made with various steel fiber lengths and concrete strengths. The results indicated that among RPC samples with strength of 150 MPa, RPC reinforced with long steel fibers had the highest compressive strength, peak strength, and toughness. Among the RPC samples with strength of 270 MPa, RPC reinforced with short steel fibers had the highest compressive strength, and peak strength, while RPC reinforced with medium-length steel fibers had the highest toughness. As a result of the higher bond adhesion between fibers and ultra-high-strength RPC matrix, long steel fibers were more effective for the reinforcement of RPC with strength of 150 MPa, while short steel fibers were more effective for the reinforcement of RPC with strength of 270 MPa.