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Existing Inverse Analysis Approaches for Tensile Stress–Strain Relationship of UHPC with Treated Steel Fibers
Publisher: ASCE
Abstract: Based on the limited information on the tensile stress–strain relationship of ultra-high-performance concrete (UHPC) with treated fibers, the objective of the present research is to experimentally investigate the flexural ...
Effect of Fiber Dosages and Stirrup Ratios on Torsional Strength of Ultrahigh-Performance Concrete Beams
Publisher: American Society of Civil Engineers
Abstract: Ultrahigh-performance concrete (UHPC) is a type of concrete that has gained attention from researchers for its potential use in various structural applications to improve the behavior of concrete structures. Despite this ...
Effect of Aspect Ratios of Hooked End and Straight Steel Fibers on the Tensile Strength of UHPFRC
Publisher: ASCE
Abstract: Ultra-high-performance fiber reinforced concrete (UHPFRC) exhibits strain hardening and multiple cracking behaviors when subjected to tension load. There are limited studies on the effect of steel fiber aspect ratios on ...
Interfacial Properties of Ultrahigh-Performance Concrete and High-Strength Concrete Bridge Connections
Publisher: American Society of Civil Engineers
Modeling the Shear Connection in Adjacent Box-Beam Bridges with Ultrahigh-Performance Concrete Joints. I: Model Calibration and Validation
Publisher: American Society of Civil Engineers
Abstract: Recent research on ultrahigh-performance concrete (UHPC) for connection elements in highway bridges indicates an improvement in the performance of the overall bridge superstructure. However, there is limited information ...
Contribution of Transverse Tie Bars to Load Transfer in Adjacent Prestressed Box-Girder Bridges with Partial Depth Shear Key
Publisher: American Society of Civil Engineers
Abstract: Adjacent box-girder bridges have become a popular choice as they can be constructed quickly, easily, and economically. In spite of their good performance during many years of service, one major problem has been recurrent ...
Laboratory Evaluation of Ultrahigh-Performance Concrete Shear Key for Prestressed Adjacent Precast Concrete Box Girder Bridges
Publisher: American Society of Civil Engineers
Abstract: Precast adjacent box girder bridges have become a preferred solution in several states due to their simple structure, economy, and ease of construction. However, longitudinal cracks often appear along the shear keys between ...
Environment-Induced Behavior of Transverse Tie Bars in Adjacent Prestressed Box-Girder Bridges with Partial Depth Shear Keys
Publisher: American Society of Civil Engineers
Flexural Study on UHPC–Steel Composite Beams with Joints under Negative Bending Moment
Publisher: ASCE
Abstract: This research aims to experimentally investigate the flexural behavior of ultra-high-performance concrete (UHPC)–steel composite beams with joints under a negative bending moment in order for the results to be used in the ...