Abstract
Given the low tensile strength of unreinforced masonry (URM) walls, they are prone to out-of-plane failure, leading to eventual collapse of masonry buildings. In India and several other countries, seismic strengthening of URM buildings often utilizes ferrocement (welded wire mesh with micro-concrete or cement mortar). This study aims to investigate the efficacy of this technique in enhancing flexural capacity of URM walls in out-of-plane action. Six URM panels and 12 strengthened panels are subjected to flexural strength test, parallel and perpendicular to bed-joints. The effect of strengthening on common parameters, pertaining to out-of-plane flexural behaviour of ferrocement–URM composite walls, including failure modes, flexural strength, and modulus of rupture, is investigated. The experimental results are compared with analytical results obtained using ordinary beam theory. The results show that the URM panels exhibit sudden brittle failure whilst strengthened panels failed in a ductile fashion and exhibited a significant increase in the flexural strength. Further, the ordinary beam theory is able to predict the experimental results with reasonable accuracy.
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ElGawady MA, Lestuzzi P, Badoux M (2004) A review of conventional seismic retrofitting techniques for URM. In: 13th International brick and block masonry conference, Amsterdam, 4–7 July 2004
IS4326 (1993) Indian Standard Code of Earthquake Resistant Design and Construction of Building. Bureau of Indian Standards, New Delhi
IS13935 (2009) Indian Standard Code of Evaluation, Repair and Strengthening of Masonry Building. Bureau of Indian Standards, New Delhi
Kadam SB, Singh Y, Li B (2014) Strengthening of unreinforced masonry using welded wire mesh and micro-concrete—behaviour under in-plane action. Constr Build Mater 54:247–257
Lourenco PB, Barros JAO (2000) Effect on masonry subjected to out-of-plane loading. In: 12th IBBMC, Madrid
Doherty K, Griffith MC, Lam N, Wilson J (2002) Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls. Earthq Eng Struct Dyn 31(4):833–850
Masood A (2006) Out of plane behaviour of unreinforced masonry infill panels. Indian Institute of Technology Roorkee, Roorkee
Abboud BE, Hamid AA, Harris HG (1996) Flexural behavior of reinforced concrete masonry walls under out-of-plane monotonic loads. ACI Struct J 93(3):327–335
Haach VG, Vasconcelos G, Lourenço PB (2011) Numerical analysis of concrete block masonry beams under three point bending. Eng Struct 33(12):3226–3237
Ashraf M, Khan AN, Naseer A, Ali Q, Alam B (2012) Seismic behavior of unreinforced and confined brick masonry walls before and after ferrocement overlay retrofitting. Int J Archit Herit 6(6):665–688
Ashraf M, Khan AN, Ali Q, Khan S, Naseer A (2011) Experimental behaviour of full scale URM building retrofitted with ferrocement overlay. Adv Mater Res 255–260:319–323
Dimas Juan V, Ehsani Mohammad R, Hamid S (2000) Seismic retrofit of URM walls with fiber composites. In: 12WCEE 2000. New Zealand Society for Earthquake Engineering, Auckland
Hamilton H III, Dolan C (2001) Flexural capacity of glass FRP strengthened concrete masonry walls. J Compos Constr 5(3):170–178
Tumialan JG, Morbin A, Nanni A, Modena C (2002) Shear strengthening of masonry walls with FRP composites COMPOSITES 2001 Convention and Trade Show. Composites Fabricators Association, Tampa
De Lorenzis L, Nanni A (2002) Bond between near-surface mounted fiber-reinforced polymer rods and concrete in structural strengthening. ACI Struct J 99(2):123–132
Bajpai K, Duthninh D (2003) Bending performance of masonry walls strengthened with near surface mounted FRP bars. In: 9th North American masonry conference, Clemson
Galati N, Tumialan G, Nanni A (2006) Strengthening with FRP bars of URM walls subject to out-of-plane loads. Constr Build Mater 20(1–2):101–110
Gilstrap JM, Dolan CW (1998) Out-of-plane bending of FRP-reinforced masonry walls. Compos Sci Technol 58(8):1277–1284
Hamoush SA, McGinley MW, Mlakar P, Scott D, Murray K (2001) Out-of-plane strengthening of masonry walls with reinforced composites. J Compos Constr 5(3):139–145
Ghobarah A (2001) Performance-based design in earthquake engineering: state of development. Eng Struct 23(8):878–884
Tan KH, Patoary MKH (2004) Strengthening of masonry walls against out-of-plane loads using fiber-reinforced polymer reinforcement. J Compos Constr 8(1):79–87
Galal K, Sasanian N (2010) Out-of-plane flexural performance of GFRP-reinforced masonry walls. J Compos Constr 14(2):162–174
Papanicolaou C, Triantafillou T, Lekka M (2011) Externally bonded grids as strengthening and seismic retrofitting materials of masonry panels. Constr Build Mater 25(2):504–514
Papanicolaou CG, Triantafillou TC, Papathanasiou M, Karlos K (2008) Textile reinforced mortar (TRM) versus FRP as strengthening material of URM walls: out-of-plane cyclic loading. Mater Struct 41(1):143–157
Kyriakides MA (2011) Seismic retrofit of unreinforced masonry infills in non-ductile reinforced concrete frames using engineered cementitious composites. Stanford University, Stanford
Kyriakides M, Hendriks M, Billington S (2012) Simulation of unreinforced masonry beams retrofitted with engineered cementitious composites in flexure. J Mater Civ Eng 24(5):506–515
D’Ambrisi A, Mezzi M, Caporale A (2013) Experimental investigation on polymeric net-RCM reinforced masonry panels. Compos Struct 105:207–215
ASTM (2010) Standard test methods for flexural bond strength of masonry. E518/E518M-102010b
ASTM (2011) Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50-mm] cube specimens). ASTM C109/C109M2011b
ASTM (2011) Standard test method for sampling and testing brick and structural clay tile. ASTM C67-112011c
ASTM (2011) Standard test method for compressive strength of masonry prisms. ASTM C1314-112011d
ASTM (2011) Standard test methods and definitions for mechanical testing of steel products. ASTM A 370-112011a
Drysdale RG, Hamid AA, Baker LR (1999) Masonry structures: behavior and design. The Masonry Society, Boulder
Churilov S, Dumova-Jovanoska E (2012) Analysis of masonry walls strengthened with RC jackets. In: 15th WCEE, Lisbon, Portugal
Lawrence SJ (1975) Flexural strength of brickwork normal to and parallel to bed joints. J Aust Ceram Soc 11(1):5–6
Van der Pluijm R, Rutten HS, Schiebroek CS (1995) Flexural behaviour of masonry in different directions. In: 4th international masonry conference, London, pp 117–123
Hamid A, Drysdale R (1988) Flexural tensile strength of concrete block masonry. J Struct Eng 114(1):50–66
Lawrence SJ (1983) Behaviour of brick masonry walls under lateral loading. University of New South Wales, Australia
Neville AM (1997) Properties of concrete, 4th edn. Wiley, New Delhi
Arioglu NA, Girgin ZG, Arioglu EA (2006) Evaluation of ratio between splitting tensile strength and compressive strength for concretes up to 120 MPa and its application in strength criterion. ACI Mater J 103(1):18–24
Sap2000 (2010) Structural analysis program. Advanced 14.2.4 ed. Computers and Structures, Inc., Berkeley
ASCE 41-06 (2007) Seismic rehabilitation of existing buildings. American Society of Civil Engineers, Virginia
Chopra AK, Goel RK (2002) A modal pushover analysis procedure for estimating seismic demands for buildings. Earthq Eng Struct Dyn 31(3):561–582
Paulay T, Priestley MJN (1992) Seismic design of reinforced concrete and masonry buildings. Wiley, New York
Tomazevic M, Lutman M (1996) Seismic behavior of masonry walls: modeling of hysteretic rules. J Struct Eng 122(9):1048–1054
Mahmood H, Ingham JM (2011) Diagonal compression testing of FRP-retrofitted unreinforced clay brick masonry wallettes. J Compos Constr 15(5):810–820
Marcari G, Manfredi G, Prota A, Pecce M (2007) In-plane shear performance of masonry panels strengthened with FRP. Composites B 38(7–8):887–901
Acknowledgments
The authors would like to acknowledge the financial support received from the Temasek Foundation, Singapore, through Nanyang Technological University (NTU), Singapore.
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Kadam, S.B., Singh, Y. & Li, B. Out-of-plane behaviour of unreinforced masonry strengthened using ferrocement overlay. Mater Struct 48, 3187–3203 (2015). https://doi.org/10.1617/s11527-014-0390-8
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DOI: https://doi.org/10.1617/s11527-014-0390-8