Effectiveness factor of strut-and-tie model for concrete deep beams reinforced with FRP rebars-Reference-Cited by-同舟云学术

Effectiveness factor of strut-and-tie model for concrete deep beams reinforced with FRP rebars

Published:2014-01 Issue: Volume:56 Page:117-125
ISSN:1359-8368
Container-title:Composites Part B: Engineering
language:en
Short-container-title:Composites Part B: Engineering

Author:

Kim Dae-Jin,Lee Junbok,Lee Young Hak

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference14 articles.

1. ACI Committee 318. Building code requirements for structural concrete (318-11) and commentary (318R-11). Farmington Hills (Mich.): American Concrete Institute; 2011. p. 379–94.

2. ACI Committee 440. Guide for the design and construction of concrete reinforced with FRP bars (440.1R-06). Farmington Hills (Mich.): American Concrete Institute; 2006. p. 19.

3. ASTM Standard C39/C39M-11. Standard test method for compressive strength of cylindrical concrete specimens. Annual Book ASTM Standards, vol. 4 (04.02); 2011.

4. Canadian Standard Association. Design and construction of building components with fibre reinforcement polymers. CSA S806-02, Rexdale, Ontario, Canada; 2002. p. 177.

5. Shear strength of FRP-reinforced concrete beams without transverse reinforcement;El-Sayed;ACI Struct J,2006

Cited by 49 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Predicting Strength of FRP-Reinforced Concrete Deep Beams with Stirrups Using the Indeterminate Strut–Tie Method;Journal of Composites for Construction;2024-10

2. Shear performance and capacity of FRP reinforced concrete beams: Comprehensive review and design evaluation;Advances in Structural Engineering;2024-09-09

3. Performance Prediction of GFRP-Reinforced Concrete Deep Beams Containing a Web Opening in the Shear Span;Fibers;2024-08-06

4. Predictive modelling of shear strength in FRP-reinforced deep concrete beams;Asian Journal of Civil Engineering;2024-04-20

5. Revisiting the Shear Design Provisions for FRP-RC Deep Beams Without Stirrups;Lecture Notes in Civil Engineering;2024