Retrofitting Earthquake-Damaged RC Structural Walls with Openings by Externally Bonded FRP Strips and Sheets

The majority of research studies on the behavior of reinforced concrete members with externally bonded fiber reinforced polymer (FRP) sheets have been focused on beams, columns, and beam-column joints. However, limited experimental studies have been conducted to investigate the performance of structural walls retrofitted by wrapping FRP strips or sheets, especially on structural walls with openings. The validated retrofitting schemes for strengthening damaged walls without openings may not be suitable for walls with openings. Therefore, a series of experimental studies were carried out at Nanyang Technological University, Singapore, to study the effectiveness of the proposed repair and strengthening schemes in recovering the seismic performance of the damaged walls with irregular or regularly distributed openings. The strut-and-tie approach was utilized to design the repair schemes. The repaired walls managed to recover their strength, dissipated energy, and stiffness reasonably, indicating that the strut-and-tie approach can be a good design tool for FRP-strengthening of structural walls with openings. Moreover, the shear and sliding capacities of repaired walls were enhanced by using fiber anchors. The repaired walls failed primarily because of debonding of the fiber reinforced polymer at the base of the walls.

[1]  Bing Li,et al.  Seismic Behavior of Reinforced Concrete Interior Beam-Wide Column Joints Repaired Using FRP , 2011 .

[2]  J Schlaich,et al.  TOWARD A CONSISTENT DESIGN OF STRUCTURAL CONCRETE , 1987 .

[3]  L. Kahn,et al.  Repair and Strengthening of Reinforced Concrete Beam-Column Joints: State of the Art , 2005 .

[4]  A. Kappos,et al.  CYCLIC TESTS ON SEISMICALLY DAMAGED REINFORCED CONCRETE WALLS STRENGTHENED USING FIBER-REINFORCED POLYMER REINFORCEMENT , 2003 .

[5]  Bing Li,et al.  Seismic Performance of Strengthened Reinforced Concrete Beam-Column Joints Using FRP Composites , 2009 .

[6]  Peter Marti,et al.  BASIC TOOLS OF REINFORCED CONCRETE BEAM DESIGN , 1985 .

[7]  James K. Wight,et al.  RC Structural Walls with Staggered Door Openings , 1991 .

[8]  Jin-Guang Teng,et al.  Compressive behavior of carbon fiber reinforced polymer-confined concrete in elliptical columns , 2002 .

[9]  Guangming Chen,et al.  Behavior of RC Beams Shear Strengthened with Bonded or Unbonded FRP Wraps , 2009 .

[10]  Mo Shing Cheung,et al.  Seismic Strengthening and Repair of Reinforced Concrete Shear Walls , 2000 .

[11]  Bing Li,et al.  Tests on Seismically Damaged Reinforced Concrete Structural Walls Repaired Using Fiber-Reinforced Polymers , 2010 .

[12]  Tamer El-Maaddawy,et al.  Retrofitting of Severely Shear-Damaged Concrete T-Beams Using Externally Bonded Composites and Mechanical End Anchorage , 2012 .

[13]  Yiwen. Zhao Strut-and-tie modeling of two-dimensional reinforced concrete structural elements , 2005 .

[14]  D. Bolognini,et al.  Performance-Based Seismic Retrofit Strategy for Existing Reinforced Concrete Frame Systems Using Fiber-Reinforced Polymer Composites , 2007 .

[15]  J. Teng,et al.  Strength of RC Cantilever Slabs Bonded with GFRP Strips , 2001 .