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Strengthening Design of Reinforced Concrete with FRP

Strengthening Design of Reinforced Concrete with FRP establishes the art and science of strengthening design of reinforced concrete with fiber-reinforced polymer (FRP) beyond the abstract nature of the design guidlines from Canada, Europe and the united states.

 

Included Chapters

  • Constituent Materials and Properties
  • Flexural Strengthening of Beams and Slabs
  • Shear Strengthening of Concrete Members
  • Strengthening of Columns for Confinement
  • FRP Installation

Book Information

  • CRC Press
  • ISBN-13:978-1482235586,
  • ISBN-10:1482235587

Book Chapter

Chapter 29: FRP Strengthening of Reinforced Concrete Members In Structural Engineering Handbook

Book Information

  • Chapter Author: Hayder A. Rasheed
  • Fifth Edition


Journal Articles Contributed by AEDA LLC Team:

  • Rasheed, H. A. S., & Dinno, K. S. (1994). An efficient nonlinear analysis of RC sections. Computers & Structures, 53(3), 613-623.
  • Rasheed, H. A. S., & Dinno, K. S. (1994). An improved nonlinear analysis of reinforced concrete frames. Computers & Structures, 53(3), 625-636.
  • Rasheed, H. A., & Pervaiz, S. (2002). Bond slip analysis of fiber-reinforced polymer- strengthened beams. Journal of Engineering Mechanics, 128(1), 78-86.
  • Charkas, H., Rasheed, H. A., & Melhem, H. (2003). Rigorous procedure for calculating deflections of fiber-reinforced polymer-strengthened reinforced concrete beams. ACI Structural Journal, 100(4), 529-539.
  • Rasheed, H. A., & Pervaiz, S. (2003). Closed form equations for FRP flexural strengthening design of RC beams. Composites Part B: Engineering, 34(6), 539-550.
  • Reed, C. E., Peterman, R. J., Rasheed, H., & Meggers, D. (2003). Adhesive applications used during repair and strengthening of 30-year-old prestressed concrete girders. Transportation research record, 1827(1), 36-43.
  • Rasheed, H. A., Charkas, H., & Melhem, H. (2004). Simplified nonlinear analysis of strengthened concrete beams based on a rigorous approach. Journal of Structural Engineering, 130(7), 1087-1096.
  • Rasheed, H. A., Nayal, R., & Melhem, H. (2004). Response prediction of concrete beams reinforced with FRP bars. Composite Structures, 65(2), 193-204.
  • Larson, K. H., Peterman, R. J., & Rasheed, H. A. (2005). Strength-fatigue behavior of fiber reinforced polymer strengthened prestressed concrete T-beams. Journal of Composites for Construction, 9(4), 313-326.
  • Rasheed, H. A., Larson, K. H., & Peterman, R. J. (2006). Analysis and design procedure for FRP-strengthened prestressed concrete T-Girders considering strength and fatigue. Journal of Composites for Construction, 10(5), 419-432.
  • Nayal, R., & Rasheed, H. A. (2006). Tension stiffening model for concrete beams reinforced with steel and FRP bars. Journal of Materials in Civil Engineering, 18(6), 831-841.
  • Hawileh, R. A., Naser, M., Zaidan, W., & Rasheed, H. A. (2009). Modeling of insulated CFRP- strengthened reinforced concrete T-beam exposed to fire. Engineering Structures, 31(12), 3072-3079.
  • Rasheed, H. A., Harrison, R. R., Peterman, R. J., & Alkhrdaji, T. (2010). Ductile strengthening using externally bonded and near surface mounted composite systems. Composite Structures, 92(10), 2379-2390.
  • Rasheed, H. A., & Motto, N. H. (2010). Strength design equations for FRP-strengthened concrete beams. Australian Journal of Structural Engineering, 11(2), 103-116.
  • Rasheed, H. A., Nassajy, M., Al Subaie, S., Abrishamchian, S. M., & Al Tamimi, A. (2011). Suppressing delamination failure mode in concrete beams strengthened with short CFRP laminates. Mechanics of Advanced Materials and Structures, 18(3), 194-200.
  • Hawileh, R. A., Naser, M., & Rasheed, H. A. (2011). Thermal-Stress finite element analysis of CFRP strengthened concrete beam exposed to top surface fire loading. Mechanics of Advanced Materials and Structures, 18(3), 172-180.
  • Abd El-Fattah, A., Rasheed, H. A., & Esmaeily, A. (2011). A new eccentricity-based simulation to generate ultimate confined interaction diagrams for circular concrete columns. Journal of the Franklin Institute, 348(7), 1163-1176.
  • Saqan, E., & Rasheed, H. (2011). Simplified nonlinear analysis to compute neutral axis depth in prestressed concrete rectangular beams. Journal of the Franklin Institute, 348(7), 1588- 1604.
  • Al-Tamimi, A. K., Hawileh, R., Abdalla, J., & Rasheed, H. A. (2011). Effects of ratio of CFRP plate length to shear span and end anchorage on flexural behavior of SCC RC beams. Journal of Composites for Construction, 15(6), 908-919.
  • Halim, A. H., Rasheed, H. A., & Esmaeily, A. (2012). Evaluation of shear design provisions for shear-critical concrete beams. The IES Journal Part A: Civil & Structural Engineering, 5(2), 106-116.
  • Halim, A. H., Esmaeily, A., & Rasheed, H. A. (2012). Behaviour of RC beams under combined shear and torsion according to AASHTO LRFD and ACI equations. The IES Journal Part A: Civil & Structural Engineering, 5(2), 95-105.
  • Rasheed, H. A., El-Fattah, A. M. A., Esmaeily, A., Jones, J. P., & Hurst, K. F. (2012). Software for adaptable eccentric analysis of confined concrete circular columns. Computers and Concrete, 10(4), 331-347.
  • Rasheed, H. A., Larson, K. H., & Amiri, S. N. (2013). Analytical solution of interface shear stresses in externally bonded FRP-strengthened concrete beams. Journal of Engineering Mechanics, 139(1), 18-28.
  • Al-Rahmani, A. H., Rasheed, H. A., & Najjar, Y. (2013). Intelligent damage detection in bridge girders: Hybrid approach. Journal of Engineering Mechanics, 139(3), 296-304.
  • Saqan, E. I., Rasheed, H. A., & Hawileh, R. A. (2013). An efficient design procedure for flexural strengthening of RC beams based on ACI 440.2 R-08. Composites Part B: Engineering, 49, 71-79.
  • Hawileh, R. A., Rasheed, H. A., Abdalla, J. A., & Al-Tamimi, A. K. (2014). Behavior of reinforced concrete beams strengthened with externally bonded hybrid fiber reinforced polymer systems. Materials & Design, 53, 972-982.
  • Naser, M., Hawileh, R., & Rasheed, H. (2014). Performance of RC T-beams externally strengthened with CFRP laminates under elevated temperatures. J. Struct. Fire Eng, 5, 1-24.
  • Al-Tamimi, A. K., Hawileh, R. A., Abdalla, J. A., Rasheed, H. A., & Al-Mahaidi, R. (2015). Durability of the bond between CFRP plates and concrete exposed to harsh environments. Journal of Materials in Civil Engineering, 27(9), 04014252.
  • Rasheed, H. A., Decker, B. R., Esmaeily, A., Peterman, R. J., & Melhem, H. G. (2015). The influence of CFRP anchorage on achieving sectional flexural capacity of strengthened concrete beams. Fibers, 3(4), 539-559.
  • Naser, M., Hawileh, R., & Rasheed, H. (2014). Performance of RC T-beams externally strengthened with CFRP laminates under elevated temperatures. J. Struct. Fire Eng, 5, 1-24.
  • Al-Rahmani, A., & Rasheed, H. (2016). Combined Transverse Steel-External FRP Confinement Model for Rectangular Reinforced Concrete Columns. Fibers, 4(1), 8.
  • Abdalla, J. A., Abu-Obeidah, A. S., Hawileh, R. A., & Rasheed, H. A. (2016). Shear strengthening of reinforced concrete beams using externally-bonded aluminum alloy plates: An experimental study. Construction and Building Materials, 128, 24-37.
  • Abd El Fattah, A. M., Rasheed, H. A., & Al-Rahmani, A. H. (2017). Partial Confinement Utilization for Rectangular Concrete Columns Subjected to Biaxial Bending and Axial Compression. International Journal of Concrete Structures and Materials, 11(1), 135-149.
  • Smith, S. T., Rasheed, H. A., & Kim, S. J. (2017). Full-range load-deflection response of FRP- strengthened RC flexural members anchored with FRP anchors. Composite Structures, 167, 207-218.
  • Rasheed, H. A., Abdalla, J., Hawileh, R., & Al-Tamimi, A. K. (2017). Flexural behavior of reinforced concrete beams strengthened with externally bonded Aluminum Alloy plates. Engineering Structures, 147, 473-485.
  • Hawileh, R. A., & Rasheed, H. A. (2017). Thermal analysis of GFRP-reinforced continuous concrete decks subjected to top fire. International Journal of Advanced Structural Engineering, 9(4), 315-323.
  • Saqan, E. I., Rasheed, H. A., & Alkhrdaji, T. (2018). Evaluation of the seismic performance of reinforced concrete frames strengthened with CFRP fabric and NSM bars. Composite Structures, 184, 839-847.
  • Abd El Fattah, A., & Rasheed, H. (2018). Passive dry fiber confinement for reinforced concrete stub columns. Composite Structures, 202, 1051-1058.
  • Zaki, M. A., & Rasheed, H. A. (2019). Impact of efficiency and practicality of CFRP anchor installation techniques on the performance of RC beams strengthened with CFRP sheets. Canadian Journal of Civil Engineering, 46(9), 796-809.
  • Zaki, M. A., Rasheed, H. A., & Alkhrdaji, T. (2019). Performance of CFRP-strengthened concrete beams fastened with distributed CFRP dowel and fiber anchors. Composites Part B: Engineering, 176, 107117.
  • Abouelleil, A., & Rasheed, H. A. (2019). Shear Crack Prediction in Shallow Reinforced Concrete Beams Using a Nonlinear Approach. ACI Structural Journal, 116(6).
  • Zaki, M. A., Rasheed, H. A., Roukerd, R. R., & Raheem, M. (2020). Performance of reinforced concrete T beams strengthened with flexural CFRP sheets and secured using CFRP splay anchors. Engineering Structures, 210, 110304.
  • Zaki, M. A., & Rasheed, H. A. (2020). Behavior of reinforced concrete beams strengthened using CFRP sheets with innovative anchorage devices. Engineering Structures, 215, 110689.