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Selection of Durable Closure Pour Materials for Accelerated Bridge Construction
Publisher: American Society of Civil Engineers
Abstract: With the public’s demands for reduced construction time and traveling delays, full-depth precast bridge decks or decked bulb tees are being more widely used. When these systems are used, precast elements are brought to the ...
Effect of Intermediate Diaphragms on Decked Bulb-Tee Bridge System for Accelerated Construction
Publisher: American Society of Civil Engineers
Abstract: One of the promising systems for accelerated bridge construction is the use of the decked precast prestressed concrete girders or decked bulb-tee girders for the bridge superstructure. Using the calibrated three-dimensional ...
Behavior of Honeycomb FRP Sandwich Structure under Combined Effects of Service Load and Low Temperatures
Publisher: American Society of Civil Engineers
Abstract: This paper presents the experimental study about the behavior of honeycomb fiber-reinforced polymer (HFRP) sandwich structure with corrugated cores under the combined effects of service load and low-temperature cycling ...
Combined Effect of Loading and Cold Temperature on the Stiffness of Glass Fiber Composites
Publisher: American Society of Civil Engineers
Abstract: Because of the short construction season and cold winters in Alaska, the prestressed concrete decked bulb-tee bridge system is very popular. However, the concrete deck is an integral part of the bridge superstructure and ...
Equivalent Strip Width for FRP Superstructure Design Using Timoshenko Beam Approximation
Publisher: American Society of Civil Engineers
Abstract: This paper proposes the equivalent strip width for stiffness-driven design of fiber-reinforced polymer (FRP) superstructures in slab-type bridges. To calculate the deflections for design, this paper first presents a tractable ...
Shear Strength of UHPFRC Beams: Mesoscale Fiber-Matrix Discrete Model
Publisher: American Society of Civil Engineers
Abstract: A theoretical method, termed the mesoscale fiber-matrix discrete model (MFDM), has been developed that can be used for estimating the shear contribution of steel fibers and calculating shear strength of ultrahigh-performance ...
Behavior of Perforated Shear Connectors in Steel–Concrete Composite Joints of Hybrid Bridges
Publisher: American Society of Civil Engineers
Abstract: Perforated shear connectors (PSCs) in steel–concrete composite joints are usually deeply embedded in concrete, and the perforated plate thickness varies significantly, which is different from those in a steel–concrete ...
Shear-Transfer Mechanisms and Strength Modeling of RC Continuous Deep Beams
Publisher: ASCE
Abstract: Based on experimental results including the crack pattern and maximum applied strut stress, as well as on stress states obtained using a nonlinear finite-element analysis, it is identified that the typical critical shear ...
Blast Response and Damage Mechanism of Prefabricated Segmental RC Bridge Piers
Publisher: ASCE
Abstract: Public transportation is vulnerable to terrorist attacks due to its accessibility, especially bridges in the highway and urban systems under blast loading. Prefabricated segmental reinforced concrete (PSRC) piers are one ...
Effect of Interlayer Time-Lapse and Workability Retention on Printed Concrete Performance
Publisher: ASCE
Abstract: The rapid advancement of additive manufacturing technologies for concrete construction requires further understanding of material performance and its relationship with print parameters such as interlayer time-lapse and ...