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Flexural Capacity Prediction of Corroded Prestressed Concrete Beams Incorporating Bond Degradation
Publisher: American Society of Civil Engineers
Abstract: Strand corrosion can cause the flexural capacity deterioration of prestressed concrete (PC) beams. An analytical model incorporating the effects of strand cross-section reduction, material deterioration, concrete cracking, ...
The Influence of Thread Parameters on Ultrasonic Guided Wave Propagation in Threaded Circular Pipe Structures
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Abstract. Threaded pipe structures are critical components in equipment used in various fields. The threaded sections are prone to induce defects due to stress concentration, threatening the safe operation of the equipment. ...
Shear Capacity of Reinforced Concrete Beam with Diagonal Reinforcement Based on Modified Compression Field Theory
Publisher: American Society of Civil Engineers
Abstract: For the compression—shear failure of a reinforced concrete bridge beam with diagonal reinforcement, the calculation of ultimate shear capacity is proposed based on the modified compression field theory (MCFT). Shear force ...
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