A Novel Shear Strength Prediction Approach for Headed Shear Studs Embedded in Ultrahigh-Performance Concrete

Author:

Hu Yuqing1,Zhong Rui2ORCID,Meloni Marco3ORCID,Wang Jingquan4ORCID

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 211189, China.

2. Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: .

3. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 211189, China. ORCID: .

4. Professor, School of Civil Engineering, Southeast Univ., Nanjing 211189, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference46 articles.

1. AASHTO. 2014. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. Push-out tests on studs in high strength and normal strength concrete

3. Pryout Capacity of Cast-In Headed Stud Anchors

4. Aziz O. Q. and G. H. Ahmed. 2012. “Mechanical properties of ultra high performance concrete (UHPC).” In Proc. 12th Int. Conf. on Recent Advances in Concrete Technology and Sustainability Issues edited by T. C. Holland P. R. Gupta and V. M. Malhotra 1–16. Farmington Hills MI: American Concrete Institute.

5. Static and Fatigue Behavior of Short-Headed Studs Embedded in a Thin Ultrahigh-Performance Concrete Layer

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