Affiliation:
1. Interdisciplinary Doctoral School Lodz University of Technology Lodz Poland
2. Department of Concrete Structures Lodz University of Technology Lodz Poland
Abstract
AbstractThis article presents a review of state of the art on nonmetallic reinforcement in terms of bending moment redistribution in double‐span elements. The authors present a summary of existing research programs focused on moment redistribution in FRP (Fiber Reinforced Polymer) reinforced concrete (RC). On this basis authors created a database of concrete elements with all the important construction properties of the elements. Gathered data are presented with quantitative analysis of several variables effecting moment redistribution in published articles. In the following publication authors show a research review which includes an analysis of the influence of variable parameters from the point of view of the database, concerning: degrees of longitudinal reinforcement, ratio between degrees of reinforcement in span and over the support, type of reinforcement (FRP/steel/hybrid), concrete class and transverse reinforcement.
Reference32 articles.
1. ACI 440.1R‐15.Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars.2015.
2. FIB Task Group 9.3.FRP reinforcement in RC structures. Bulletin 40. 2007 p. 160.2007.
3. MostofinejadD.Ductility and moment redistribution in continuous FRP reinforced concrete beams. Ph.D. Thesis Department of Civil and Environmental Engineering Carleton University Canada.1997.
4. Behavior and Ductility of Simple and Continuous FRP Reinforced Beams
5. Flexural Behavior of Continuous GFRP Reinforced Concrete Beams
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