Durability Evaluation of Headed Shear Studs Embedded in Ultrahigh-Performance Concrete via Electrochemical Corrosion-Reference-Cited by-同舟云学术

Durability Evaluation of Headed Shear Studs Embedded in Ultrahigh-Performance Concrete via Electrochemical Corrosion

Published:2019-05 Issue:5 Volume:24 Page:04019038
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Kruszewski Dominic¹,Zaghi Arash E.²,Wille Kay²

Affiliation:

1. Structural Engineer, WSP-USA, 1 Penn Plaza, New York, NY 10119 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Connecticut, 261 Glenbrook Rd., Storrs, CT 06269.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001401

Reference19 articles.

1. ACI 239 Committee (American Concrete Institute Ultra-High Performance Concrete Committee). 2012. Minutes of Committee Meeting ACI Annual Conf. 2012. Farmington Hills MI: ACI.

2. Long-Term Mechanical Properties of Steel–Concrete Connectors Subjected to Corrosion and Load Coupling

3. Chen J. W. Jiang and W. Jin. 2016a. “Behaviour of corroded stud shear connectors under fatigue loading.” In Proc. 5th Int. Conf. on Durability of Concrete Structures. Shenzhen China: Shenzhen Univ.

4. Experimental investigation and design of corroded stud shear connectors

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