Overlap of Splitting in Slabs with Closely Spaced Intermediate Anchorages

Author:

He Zhi-Qi1ORCID,Xu Tian2,Xing Yuan3,Liu Zhao4,Ma Zhongguo John5ORCID

Affiliation:

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

2. Research Assistant, School of Civil Engineering, Southeast Univ., Nanjing 211189, China.

3. Senior Engineer, Huahui Engineering Design Group Co., Ltd., 177# Jiefang Ave., Shaoxing 312000, China.

4. Professor, School of Civil Eng., Southeast Univ., Nanjing 211189, China.

5. Professor, Dept. of Civil and Environment Engineering, Univ. of Tennessee, Knoxville, TN 37996. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. Full-Scale Testing for Composite Slab/Beam Systems Made with Extended Stud Spacing

2. Relaxing the Stud Spacing Limit for Full-Depth Precast Concrete Deck Panels Supported on Steel Girders (Phase I)

3. Burdet O. 1990. “Analysis and design of anchorage zones for posttensioned concrete bridges.” Ph.D. dissertation Dept. of Civil Architectural and Environmental Engineering Univ. of Texas at Austin.

4. Experimental investigation on compressive behavior of bottle-shaped struts;Campione G.;ACI Struct. J.,2011

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