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Influence of Further Corrosion on Structural Behavior of Corroded Reinforced-Concrete Beam Strengthened with Steel Plate Using Different Strengthening Schemes
Publisher: ASCE
Abstract: This paper presents the results of an experimental study investigating the mechanical behavior of corroded beams strengthened by three different strengthening schemes, and the influence of further corrosion on the structural ...
Microstructure Evolution and Corrosion Mechanisms of Q370qD Steel Following Different Heat Treatments
Publisher: American Society of Civil Engineers
Abstract: Bridge steel, frequently employed in cross-sea bridge construction, exhibits excellent weldability, superior strength, and toughness. The service life and stability of steel structures are influenced by the presence of ...
Influences of Time, Temperature, and Humidity on Chloride Diffusivity: Mesoscopic Numerical Research
Publisher: American Society of Civil Engineers
Abstract: Chloride-induced corrosion of reinforcing steel bars has a big impact on the performance of reinforced concrete (RC) structures subjected to saline environments, and it is essential to understand how chloride ions ingress ...
Time-Dependent Behavior of Concrete-Filled Steel Tubular Arch Bridge
Publisher: American Society of Civil Engineers
Abstract: This paper develops a simplified method using a summation procedure and a related computer program to calculate the time-dependent behavior of a concrete filled steel tubular (CFST) arch bridge based on the geometric ...
Interface Shear Strength between Self-Compacting Concrete and Carbonated Concrete
Publisher: ASCE
Abstract: An experimental test is proposed to investigate the interface shear strength between carbonated concrete substrate and self-compacting concrete (SCC) overlay. Thirty-nine Z-type specimens consisting of two L-type concrete ...
Experimental Study of Shrinkage and Creep Behaviors of Low-Shrinkage and Low-Creep C60 High-Performance Concrete and Parameter Recommendations
Publisher: American Society of Civil Engineers
Abstract: Concrete shrinkage and creep significantly affect the serviceability of bridges, especially long-span bridges. To investigate the long-term shrinkage and creep behaviors of low-shrinkage and low-creep C60 high-performance ...
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