A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Creep Mechanisms in Precracked Polypropylene and Steel Fiber–Reinforced Concrete
Recently, fiber-reinforced concrete (FRC) creep behavior has become a much addressed topic, and the main gap found in the literature is whether cracked FRC is stable in the serviceability limit state. Therefore, this work aims to investigate the creep behavior of steel and polypropylene (PP) FRC by analyzing the growth of the crack opening displacement over time in prismatic specimens subjected to sustained bending. Sustained load tests were also performed on FRC constituents and on the fiber matrix interface in order to evaluate individually their long-term response, and to understand their contribution in bending. Based on a model proposed, the rotation in a plastic hinge located in the crack area could be calculated considering the three mechanisms evaluated—fiber pullout, concrete compression, and shrinkage. It could be concluded that the fiber pullout mechanism plays a primary role in creep deformation in precracked elements subjected to sustained bending loads.
Creep Mechanisms in Precracked Polypropylene and Steel Fiber–Reinforced Concrete
Recently, fiber-reinforced concrete (FRC) creep behavior has become a much addressed topic, and the main gap found in the literature is whether cracked FRC is stable in the serviceability limit state. Therefore, this work aims to investigate the creep behavior of steel and polypropylene (PP) FRC by analyzing the growth of the crack opening displacement over time in prismatic specimens subjected to sustained bending. Sustained load tests were also performed on FRC constituents and on the fiber matrix interface in order to evaluate individually their long-term response, and to understand their contribution in bending. Based on a model proposed, the rotation in a plastic hinge located in the crack area could be calculated considering the three mechanisms evaluated—fiber pullout, concrete compression, and shrinkage. It could be concluded that the fiber pullout mechanism plays a primary role in creep deformation in precracked elements subjected to sustained bending loads.
Creep Mechanisms in Precracked Polypropylene and Steel Fiber–Reinforced Concrete
Nogueira Lima, Victor (author) / Taissum Cardoso, Daniel Carlos (author) / de Andrade Silva, Flávio (author)
2021-05-24
Article (Journal)
Electronic Resource
Unknown
Flexural Behavior of Precracked Reinforced Concrete Beams Strengthened Externally by Steel Plates
| Online Contents | 1995
| British Library Online Contents | 2008