Modeling of FRP Strengthening Techniques in Concrete Infrastructure
Also Known As:
ACI SP-301:2015 is a publication containing a compilation of eight papers presented at a session during the ACI Fall Convention in 2011. These papers focus on the modeling of FRP (Fiber Reinforced Polymer) strengthening techniques in concrete infrastructure. The topics covered include flexure, shear, torsion, and confinement strengthening of concrete structures. The papers also compare the modeling results with experimental tests conducted worldwide.
The publication provides a table of contents listing each paper and its respective title. The topics covered in the papers include investigating hybrid FRP-UHPC (Ultra-High Performance Concrete) beams, non-linear finite element modeling of RC (Reinforced Concrete) beams strengthened using prestressed nsm (Near Surface Mounted) CFRP (Carbon Fiber Reinforced Polymer) rods, numerical simulation of FRP shear-strengthened reinforced concrete girders, development of a new constitutive model for analysis of retrofitted RC elements, finite element modeling of shear deficient RC beams strengthened with NSM CFRP rods under cyclic loading, modeling the fire response of RC beams strengthened with CFRP laminates, a numerical procedure for generating interaction diagrams for circular concrete columns wrapped with FRP, and a finite element and experimental investigation into patch anchor sizes used to enhance the bond performance of FRP-to-concrete joints.
| Descriptors | Fiber-Reinforced Concrete |
| Language(s) | English |
| File Size | 7.8 MB |
