Results 151 to 160 of about 7,326 (265)
Evaluation of prestress losses in concrete beams using destructive and non‐destructive methods
Abstract Over the past few decades, prestressing techniques have become essential in the construction of key structures, infrastructure, and bridges. The serviceability and safety of prestressed concrete (PC) elements are closely tied to the effectiveness of the prestressing process.
A. N. Consiglio, G. Muciaccia, G. Rosati
wiley +1 more source
Overview of Torsion Tests on Fiber-Reinforced Concrete Beams. [PDF]
Domski J, Lehmann M, Sanok A, Tvrda K.
europepmc +1 more source
Abstract Post‐earthquake fires pose a significant threat to urban environments, with potentially catastrophic consequences for buildings and infrastructure. To enhance understanding and mitigate these risks, this study conducts a comparative analysis of post‐earthquake fire (PEF) in two‐dimensional (2D) and three‐dimensional (3D) reinforced concrete ...
Hugo Vitorino +3 more
wiley +1 more source
Flexural Behavior of Steel-FRP Composite Bars (SFCB)-Reinforced Concrete Beams: FEA Incorporating Bond-Slip Effects. [PDF]
Bi C +5 more
europepmc +1 more source
Abstract Anchors are used to connect different structural and non‐structural components to reinforced concrete structures. Anchorages when subjected to tension loading might fail in different failure modes, with concrete cone breakout (CCB) being one of the most common.
Deepak Suthar +3 more
wiley +1 more source
State-of-the-Art Review of Studies on the Flexural Behavior and Design of FRP-Reinforced Concrete Beams. [PDF]
Tran H, Nguyen-Thoi T, Dinh HB.
europepmc +1 more source
Large‐scale tests of 50‐year‐old prestressed concrete bridge girders
Abstract An experimental investigation has been carried out as part of the BRIDGE|50 research project, focusing on large‐scale loading tests performed on five 50‐year‐old prestressed concrete (PC) girders. The study aimed at evaluating the structural response of five girders retrieved from a viaduct in the urban area of Turin, Italy, subjected to 4 ...
Francesco Tondolo +7 more
wiley +1 more source
Effect of jacket configuration and anchorage in hybrid strain hardening cementitious composites with steel mesh strengthening of reinforced concrete beams. [PDF]
Alaskar A +5 more
europepmc +1 more source
Abstract With the market introduction of new reinforcing materials, such as corrosion‐resistant steel, the effect of their stress–strain relationship on the ductility of reinforced concrete structures needs to be evaluated. Their moment‐curvature behavior significantly influences bending moment redistributions, rotation capacity, and deformation at ...
Nathalie Reckinger +2 more
wiley +1 more source
Bending Test and Numerical Simulation of Externally Prestressed Reinforced Concrete Beams on the Side Facade. [PDF]
Ren Z +5 more
europepmc +1 more source

