Field Study of Bonded Link Slabs Subjected to Ambient Live and Thermal Loads

Author:

Pearson Andrew N.1ORCID,Birely Anna C.2,Yarnold Matthew3ORCID,Hurlebaus Stefan4

Affiliation:

1. Graduate Assistant Researcher, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77840 (corresponding author). ORCID: .

2. Associate Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77840.

3. Associate Professor, Samuel Ginn College of Engineering, Auburn Univ., Auburn, AL 36849. ORCID: .

4. Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77840.

Publisher

American Society of Civil Engineers (ASCE)

Reference16 articles.

1. Aktan H. U. Attanayake and E. Ulku. 2008. Combining link slab deck sliding over backwall and revising bearings. Kalamazoo MI: Western Michigan University.

2. Eliminating Deck Joints Using Debonded Link Slabs: Research and Field Tests in Ontario

3. Azizinamini A. E. H. Power G. F. Myers and H. C. Ozyildirim. 2014. Bridges for service life beyond 100 years: Innovative systems subsystems and components. Washington DC: Transportation Research Board.

4. Canales, M. T., and A. Okeil. 2019. “Parametric study of partially continuous bridge spans.” In Proc., 98th Transportation Research Board Annual Meeting. Washington, DC: Transportation Research Board.

5. Behavior and Design of Link Slabs for Jointless Bridge Decks

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