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Axial Compressive Behavior of Concrete-Encased CFST Stub Columns with High-Level Two-Stage Initial Stresses
Publisher: ASCE
Abstract: Concrete-encased concrete-filled steel tube (CFST) is an innovative composite member that consists of the inner CFST components and an outer reinforcement concrete encasement. One increasing application scenario of ...
Stress Concentration Factor of Concrete-Filled Steel Tubular T-Joints with Initial Stress in Chord Tubes
Publisher: American Society of Civil Engineers
Abstract: In concrete-filled steel tubular (CFST) truss structures, the welded joints that connect the CFST chords and hollow steel tube braces are particularly susceptible to fatigue cracking due to high stress concentrations. ...
Mechanical State Assessment of In-Service Cable-Stayed Bridge Using a Two-Phase Model Updating Technology and Periodic Field Measurements
Publisher: ASCE
Abstract: An innovative two-phase model updating technique is developed to accurately assess the mechanical state of an in-service cable-stayed bridge. In the first stage, a sensitivity analysis is performed to select the updating ...
Influence of Bar Diameter on Low-Cycle Fatigue Degradation of Reinforcing Bars
Publisher: American Society of Civil Engineers
Abstract: This paper reports the results of 120 low-cycle fatigue tests on steel reinforcing bars with varying slenderness ratios at varying strain amplitudes. The failure modes of the fractured bars were investigated through analysis ...
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