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RISHigh-Strength Rectangular CFT Members: Database, Modeling, and Design of Short Columns
Publisher: American Society of Civil Engineers
Abstract: AISC 36-16 (the current AISC Specification) does not endorse the use of high-strength materials (Fy≥525 MPa and fc′≥7 MPa) for concrete-filled steel tube (CFT) columns because of a lack of adequate research and comprehensive ...
Experimental Evaluation of Steel-Plate Composite Walls Subject to Blast Loads
Publisher: American Society of Civil Engineers
Abstract: Steel-plate composite (SC) walls consist of a concrete infill sandwiched between two steel faceplates. The faceplates are anchored to the concrete using stud anchors or ties, and connected to each other using steel tie ...
Closure to “Experimental Evaluation of Single-Bolted Lap Joints at Elevated Temperatures” by Erica C. Fischer, Amit H. Varma, and Qiaqia Zhu
Publisher: American Society of Civil Engineers
Closure to “Experimental Evaluation of the Fire Performance of Simple Connections” by Erica C. Fischer, Kristi L. Selden, and Amit H. Varma
Publisher: American Society of Civil Engineers
Experimental and Numerical Evaluation of the Sandwich Panel Repair Method for Corrosion-Damaged Bridge Girders
Publisher: American Society of Civil Engineers
Abstract: Abstract Steel girder ends in bridges can be susceptible to corrosion damage from deicing salts,
water, and other contaminants that leak from failed deck expansion joints. When corrosion
becomes significant, it can decrease ...
In-Depth Investigation of Web Corrosion’s Influence on Bearing and Shear Capacity in Steel Girders
Publisher: American Society of Civil Engineers
Abstract: Abstract Corrosion at steel girder ends is caused by deicing salts, water, and other environmental
debris, leading to a loss of cross-sectional area and a reduction in structural resistance
against shear and bearing. This ...