Uniaxial Compression Behavior of Ultra-High Performance Concrete with Hybrid Steel Fiber-Reference-Cited by-同舟云学术

Uniaxial Compression Behavior of Ultra-High Performance Concrete with Hybrid Steel Fiber

Author:

Wu Zemei¹,Shi Caijun²,He Wen³,Wang Dehui⁴

Affiliation:

1. Ph.D. Candidate, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China.

2. Chair Professor, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China (corresponding author).

3. Master Student, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China.

4. Postdoctoral, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference22 articles.

1. Stress-strain relationship for plain concrete in compression;Carreira D. J.;Proc. Am. Concr. Inst.,1985

3. Stress-strain properties of fiber reinforced mortar in compression;Fanella D. A.;Proc. Am. Concr. Inst.,1985

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