Please use this identifier to cite or link to this item:
Title: Effects of Elastomeric Bearing Stiffness on the Structural Behavior of Bonded Link-Slabs
Authors: Gergess, Antoine 
Douaihy, Elie Zakhia
Affiliations: Department of Civil and Environmental Engineering 
Issue Date: 2020
Part of: Journal of transportation research board
Volume: 2674
Issue: 4
Start page: 428
End page: 443
Continuous decks provide a cost-effective solution compared with expansion joints in multi-span bridge construction. The part of the deck that spans over the open joint at intermediate supports is known as the link-slab. Although their length and magnitude are relatively small compared with the beams in the adjacent spans, link-slabs provide continuity to the structural system and influence the distribution of forces based on their stiffness and bridge support characteristics. This paper presents results from a test program that examines the behavior of bonded link-slabs connecting adjacent reinforced concrete beams and derives closed-form solutions to predict shear forces and moments. Validity of the solution is verified based on comparisons with test data and its applicability for bridges in the medium-span length range is illustrated by a numerical example.
DOI: 10.1177/0361198120911046
Open URL: Link to full text
Type: Journal Article
Appears in Collections:Department of Civil and Environmental Engineering

Show full item record

Google ScholarTM


Dimensions Altmetric

Dimensions Altmetric

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.