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Postfire Strength of Channel-Type Shear Connectors
Publisher: ASCE
Abstract: The combined action of steel and concrete in composite beams is accomplished via shear connectors that prevent slip between the two materials. In a fire event, the performance of these shear connectors may be impacted, ...
Revisiting the Ambient and Postfire Strength of Channel-Type Shear Connectors
Publisher: American Society of Civil Engineers
Abstract: The ability of steel-concrete composite floor systems to withstand loads relies on shear connectors, which prevent or limit slip between the two materials. This paper presents an experimentally validated numerical investigation ...
Postfire Anchorage Behavior of Hooked Bars in Reinforced Concrete Beam-to-Column Joints
Publisher: American Society of Civil Engineers
Abstract: Many RC structures experience fire during their service life, after which the evaluation of their postfire performance becomes necessary. Exposure to elevated temperatures due to fire influences the mechanical properties ...
Optimization of Concrete Mixtures Containing Lightweight Expanded Clay Aggregates Based on Mechanical, Economical, Fire-Resistance, and Environmental Considerations
Publisher: ASCE
Abstract: This paper aims to develop an optimal design mixture for concrete containing lightweight expanded clay aggregates (LECA) and silica fume with a holistic view in which the mechanical properties, strength retention at elevated ...
Modeling Damage and Failure in Pretensioned Concrete Girders Fabricated with Large-Diameter Strands
Publisher: American Society of Civil Engineers
Abstract: Pretensioned concrete elements are commonly fabricated with strands 12.7 or 15.2 mm (0.5 or 0.6 in.) in diameter; however, the industry has seen interest in using larger-diameter strands in recent years. The use of ...
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