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Field Study of Bonded Link Slabs Subjected to Ambient Live and Thermal Loads
Publisher: ASCE
Abstract: Multispan bridges with simply supported girders are straightforward to construct and economical but have historically utilized expansion joints between spans. The negative long-term impacts of expansion joints are ...
Experimental Behavior of Pretensioned Bent Caps with Internal Voids for Weight Reduction
Publisher: ASCE
Abstract: Precast bent caps offer the opportunity to reduce onsite labor and materials and to accelerate the speed of construction. For many bridges, the weight is manageable for shipping and placement without the need for large ...
Improving Existing Inverted-T Bent Caps for Serviceability and Strength by Retrofitting with Supplemental Steel
Publisher: ASCE
Abstract: Undesirable cracking is commonly observed in existing bridge bents with inverted-T bent caps at the web-to-ledge interface. Although the cracking is unexpected, such cracks may decrease service life and are possible signs ...
Experimental Behavior of Reinforced Concrete and Pretensioned Concrete Bent Caps
Publisher: ASCE
Abstract: Accelerated bridge construction using precast bridge substructures can enable reduction of traffic disruption, increased worker safety, and increased quality through controlled conditions at the time of fabrication. A ...
Recommendations for Design of Concentrically Pretensioned, Precast Concrete Bent Caps
Publisher: American Society of Civil Engineers
Abstract: Precast, prestressed bent caps are an attractive design option because they permit accelerated bridge construction and can extend the service life of bridges by reducing or eliminating the service-level cracking observed ...