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Shear Performance of Full-Scale Prestressed Hollow-Core Slabs Reinforced by Local Grouting from the Bottom of the Shear Span Region
Publisher: American Society of Civil Engineers
Abstract: As the prestressed hollow-core slab (PHCS) bridge is usually constructed with adjacent configuration between each component along the transversal direction, the closely connected webs significantly limit the operational ...
Macro- and Micromechanics Model of Progressive Damage to Cemented Tailings Backfill Considering Initial Defect Conditions
Publisher: American Society of Civil Engineers
Abstract: The large-scale collapse of the cemented tailings backfill (CTB) in mine airspace safety accidents often shows a typical progressive damage failure process, and the existence of initial defects (e.g., micropores, ...
Mechanical Response of Timber Beams Strengthened with Variable Amounts of CFRP and Bamboo Scrimber Layers
Publisher: ASCE
Abstract: This paper proposes a novel method for strengthening existing timber beams that can effectively improve the deformability of beams. As high-performance engineered bamboo, bamboo scrimber was attached to the bottom tensile ...