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Structural testing of ungrouted post-tensioned cantilever masonry walls under unidirectional out-of-plane monotonic and cyclic loading
dc.contributor.author | García J.M | |
dc.contributor.author | Bonett R.L | |
dc.contributor.author | Schultz A.E. | |
dc.date.accessioned | 2022-09-14T14:34:09Z | |
dc.date.available | 2022-09-14T14:34:09Z | |
dc.date.created | 2021 | |
dc.identifier.issn | 1410296 | |
dc.identifier.uri | http://hdl.handle.net/11407/7584 | |
dc.description | Post-tensioning techniques improve the tensile strength of masonry substantially, endowing posttensioned masonry with performance comparable or superior to that of reinforced masonry cantilever walls. A useful structural application is for retaining walls, and although investigations have been made in posttensioned masonry cantilever walls, most of them focused on grouted elements and in-plane loads. This study investigated the influence of initial prestress and masonry strength in the behavior of ungrouted cantilever prestressed masonry walls with laterally unrestrained post-tensioned bars and which are intended as earth-retaining structures. The study also addresses the accuracy of different prestressed masonry code expressions to calculate the ultimate flexural capacity. The results show the ability of this structural system to withstand large lateral displacements with a limited and concentrated damage zone. The impact of masonry strength when the walls are loaded to ultimate conditions is less evident than that of initial prestress, and the USA and Canadian design code procedures show better correlation between numerical predictions and experimental data than do other worldwide codes. © 2021 Elsevier Ltd | eng |
dc.language.iso | eng | |
dc.publisher | Elsevier Ltd | |
dc.relation.isversionof | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85102039821&doi=10.1016%2fj.engstruct.2021.111961&partnerID=40&md5=16857fd6c292807f81ca64a93b025701 | |
dc.source | Engineering Structures | |
dc.title | Structural testing of ungrouted post-tensioned cantilever masonry walls under unidirectional out-of-plane monotonic and cyclic loading | |
dc.type | Article | |
dc.rights.accessrights | info:eu-repo/semantics/restrictedAccess | |
dc.publisher.program | Ingeniería Civil | |
dc.type.spa | Artículo | |
dc.identifier.doi | 10.1016/j.engstruct.2021.111961 | |
dc.subject.keyword | Cantilever wall | eng |
dc.subject.keyword | Masonry | eng |
dc.subject.keyword | Out-of-plane | eng |
dc.subject.keyword | Posttensioning | eng |
dc.subject.keyword | Unbonded | eng |
dc.subject.keyword | Ungrouted | eng |
dc.relation.citationvolume | 235 | |
dc.publisher.faculty | Facultad de Ingenierías | |
dc.affiliation | García, J.M., Civil Engineering Department, Faculty of Engineering, University of Medellin, Medellin, Colombia | |
dc.affiliation | Bonett, R.L., Civil Engineering Department, Faculty of Engineering, University of Medellin, Medellin, Colombia | |
dc.affiliation | Schultz, A.E., Department of Civil and Environmental Engineering, The University of Texas at San AntonioTX, United States | |
dc.relation.references | Al-Manaseer, A.A., Neis, W.V., Load Tests on Post-Tensioned Masonry Wall Panels (1987) Structural Journal, 84 (6), pp. 467-472 | |
dc.relation.references | AS, (2018), Masonry Structures. Standards Australia, Sydney. 3700 | |
dc.relation.references | (2009), ASTM A615/A615M-09 (2009), “Standard Specifications for Deformed and Plain Carbon-Steel Bars for Concrete”. ASTM International; | |
dc.relation.references | (2020), ASTM C109/C109M (2020), “Standard Test Method for Compressive Strength of Hydraulic Cement Mortars”. ASTM International; | |
dc.relation.references | (2019), ASTM C270 (2019), “Standard Specification for Mortar for Unit Masonry”. ASTM International; | |
dc.relation.references | (2017), ASTM C62 (2017), “Standard Specification for Building Brick (Solid Masonry Units Made From Clay or Shale)”. ASTM International; | |
dc.relation.references | Bean, J.R., (2007), 133, pp. 1541-15. , “Mechanics and Behavior of Slender, Post-tensioned Masonry Walls to Transverse Loading.” Ph.D. Thesis, University of Minnesota, Minneapolis, MN”.E, No. 11 | |
dc.relation.references | Bean, J.R., Schultz, A.E., Drake, C.R., Behavior of Slender, Post-Tensioned Masonry Walls Under Transverse Loading (2007) J. Struct Eng., 133 (11), pp. 1541-1550 | |
dc.relation.references | Bean, J., Schultz, A., Finite-Element Models for Slender, Posttensioned Masonry Walls Loaded Out-of-Plane (2011) J. Struct. Eng., 137 (12), pp. 1489-1498 | |
dc.relation.references | Beck, J.K., Shaw, G., (1987), pp. 225-236. , y Curtin, W.G. “The design and construction of 3 m high post-tensioned concrete blockwork diaphragm earth retaining wall in a residential landscaping scheme”. Thomas Telford Ltd., London | |
dc.relation.references | Bradshaw, R.E., Drinkwater, J.P., (1982), 30, pp. 308-315. , y Bell, S.E. “A Multi-Purpose Farm Building Incorporating Prestressed Brickwork Diaphragm Walling”. Proceedings of the British Ceramic Society, Load-Bearing Brickwork (7) | |
dc.relation.references | BS, (2005), Code of Practice for Use of Masonry. Parts 1, 2 and 3. British Standards Institution, London. 5628 | |
dc.relation.references | Campbell, T.I., Chouinard, K.L., Influence of nonprestressed reinforcement on the strength of unbonded partially concrete members (1991) ACI Struct. J., 88 (5), pp. 546-551 | |
dc.relation.references | (2014), CSA S304-14. Design of Masonry Structures. Canadian Standards Association, Mississauga, Ontario, Canada | |
dc.relation.references | Curtin, W., (1980), G. “Brick diaphragm walls, development, application, design, and future development”. The Structural Engineer, No. 2, volume 58A, February | |
dc.relation.references | Curtin, W.G., Discussion Brick diaphragm walls-development, application, design, and future development (1981) The Structural Engineer, 59 (11) | |
dc.relation.references | (1991), 69. , Curtin and Howard. “Research on prestressed cantilever diaphragm walls”. The Structural Engineer, No. 6, March | |
dc.relation.references | Du, J.S., Liu, X.L., Research on the variations of unbonded prestressed tendon stresses based upon the structural deformation (2003) China Civ. Eng. J., 36 (8), pp. 12-19 | |
dc.relation.references | ElGawady, M.A., Booker, A.J., Dawood, H., Seismic behavior of posttensioned concrete-filled fiber tubes (2010) J Compos Constr | |
dc.relation.references | EIGawady, M., (2011), Shálan, A. “Seismic Behavior of Self-Centering Precast Segmental Bridge Bents”, Journal of Bridge Engineering 16(3):328-339. DOI: 10.1061/(ASCE)BE.1943-5592.0000174 | |
dc.relation.references | Erkmen, B., Schultz, A.E., “Self-centering behavior of unbonded precast concrete shear walls (2009) J. Earthquake Engineering, 13 (7), pp. 1047-1064 | |
dc.relation.references | Fisher, K., Haseltine, B.A., Templeton, W., (1989), pp. 827-836. , “Structural Testing of Brickwork Retaining Walls”. Proceedings of the Fifth Canadian masonry Symposium, Vancouver, B.C., June | |
dc.relation.references | Ganz, H.R., Shaw, G., Stressing masonry's future (1997) Civil Engineering (New York)., 67 (1), pp. 42-45 | |
dc.relation.references | Ganz, H.R., Post-tensioned Masonry Around the World (2003) Concr Int, 25 (1), pp. 65-69 | |
dc.relation.references | Garcia, J.M., Bonett, R.L., Schultz, A.E., (2017), pp. 447-457. , y Ledezma, C. Stress at ultimate in unbonded tendons for ungrouted post-tensioned masonry beams. Engineering Structures 140 | |
dc.relation.references | García, J.M., Bonett, R., Schultz, A., Carrillo, J., Ledezma, C., Flexural behavior of ungrouted post-tensioned concrete masonry beams with unbonded bars (2019) Constr Build Mater, 203 (2019), pp. 210-221 | |
dc.relation.references | Geschwindner, L.F., Ostag, W.P., Post-tensioned single-wythe concrete masonry walls (1990) Proceeding of the 5th North America Masonry Conference, pp. 1123-1134 | |
dc.relation.references | Hamid, A., Drysdale, R.G., Suggested failure criteria for grouted concrete masonry under axial compression (1986) ACI Journal, 76 (10), pp. 1047-1061 | |
dc.relation.references | Hamid, A., Assis, G.F., Harris, H.G., (1990) STP 1063 Masonry: Components to Assemblages, , J.H. Matthys American Society for Testing and Materials | |
dc.relation.references | Harajli, M.H., Kanj, M.Y., Ultimate flexural strength of concrete members prestressed with unbonded tendons (1991) ACI Struct. J., 88 (6), pp. 663-673 | |
dc.relation.references | Hobbs, B., Daou, Y.A., Post tensioned T-section brickwork retaining walls (1988) Proceedings of 8th International Brick and Block Masonry Conference, pp. 665-675 | |
dc.relation.references | Ismail, N., Ingham, J., Cyclic Out-of-Plane Behavior of Slender Clay Brick Masonry Walls Seismically Strengthened Using Posttensioning (2012) J Struct Eng | |
dc.relation.references | Ismail, N., Laursen, P., Schultz, A., Ingham, J., Cyclic out of Plane Behaviour of Post Tensioned Clay Brick Masonry (2011) 11th North American Masonry Conference | |
dc.relation.references | Kalliontzis, D., Behavior of Precast Concrete and Masonry Wall Systems with Jointed Connections Subjected to Lateral Loads (2018), p. 383 pp.. , Ph.D. Dissertation University of Minnesota | |
dc.relation.references | Laursen, P.T., Seismic Analysis and Design of Post-tensioned Concrete Masonry Walls (2002), PhD. Thesis University of Auckland New Zealand | |
dc.relation.references | Laursen, P.T., Ingham, J.M., Structural testing of large-scale posttensioned concrete masonry walls (2004) J Struct Eng, 130 (10), pp. 1497-1505 | |
dc.relation.references | Lazzarini, D.L., Laursen, P.T., McDaniel, C., Out-of-plane seismic performance of unreinforced masonry walls retrofitted with unbonded post-tensioning tendons (2010) Masonry Research. TMS E-Newsletter. The Masonry Society Publications, , 4-4 | |
dc.relation.references | Lissel, S., (2001), “Behaviour and Design of CFRP Post-Tensioned Masonry Diaphragm Walls”. Doctoral thesis of the University of Calgary. Calgary, Alberta. August | |
dc.relation.references | Lissel, S.L., Shrive, N.G., (2005), 32, pp. 579-594. , y Gilliland, J. “Design of carbon fibre reinforced polymer post-tensioned masonry diaphragm retaining walls”. Canadian Journal of Civil Engineering, N°3 | |
dc.relation.references | Marzahn, G., (1998), pp. 247-262. , A. “The Shear Strength of Dry-Stacked Masonry Walls”. LACER N°3 | |
dc.relation.references | Mojsilovic, N., Marti, P., (2000), pp. 65-70. , “Load tests on post-tensioned masonry walls”. TMS Journal. The Masonry Society Publications. July | |
dc.relation.references | Pedreschi, R., (2004), 18, pp. 99-109. , “Structural innovation in pre-stressed brickwork”. Construction and Building Materials, N° 2 | |
dc.relation.references | Phipps, M.E., (1987), 1, pp. 96-99. , y Montague, T.I. “The testing of plain and pre-stressed concrete blockwork beams and walls of geometric cross section,” Masonry International, N° 3 | |
dc.relation.references | Rosenboom, O.A., Post-tensioned clay brick masonry walls for modular housing in seismic regions (2002), M.S. thesis North Carolina State University Raleigh, N.C. USA | |
dc.relation.references | Rosenboom, O.A., Kowalsky, M.J., Reversed in-plane cyclic behavior of posttensioned clay brick masonry walls (2004) J Struct Eng, 130 (5), pp. 787-798 | |
dc.relation.references | Schultz, A.E., Scolforo, M., An overview of prestressed masonry (1991) TMS Journal, The Masonry Society, 10 (1), pp. 6-21 | |
dc.relation.references | Shafii, F., Shear Behaviour of Post-Tensioned Brickwork Cantilever Fin Walls (1994), PhD Thesis University of Sheffield United Kingdom | |
dc.relation.references | Shafii, F., (1996), Hobbs. “Experimental Modelling for the Investigation of Shear in Post-tensioned Brickwork Cantilever Fin WaIls”. Conference on Computational Mechanics and Testing, Wessex University, United Kingdom | |
dc.relation.references | Sokairge, H., Rashad, A., Elshafie, H., “Behavior of post-tensioned dry-stack interlocking masonry walls under of plane loading (2017) Constr Build Mater, 133, pp. 348-357 | |
dc.relation.references | (2016), TMS 402/602-16. Building Code Requirements and Specification for Masonry Structures (formerly designated as the ‘‘MSJC” (Masonry Standards Joint Committee) and TMS 402/ACI 530/ASCE 5 and TMS 602/ACI 530.1/ASCE 6) | |
dc.relation.references | Ungstand, D.G., Hatzinikolas, M.A., Warwaruk, J., (1990), pp. 1147-1161. , “Prestressed concrete masonry walls”. In: Proceedings of the 5th North America Masonry Conference, University of Illinois at Urbana Champaign, Champaign, IL | |
dc.relation.references | Wight, G.D., (2006), “Seismic performance of a post-tensioned concrete masonry wall system. Ph.D. dissertation, Department of Civil and Environmental Engineering, University of Auckland, Auckland, New Zealand | |
dc.relation.references | Wight, G.D., Ingham, J.M., Wilton, A., (2007), pp. 1393-1402. , R. “Innovative seismic design of a post-tensioned concrete masonry house”. Canadian Journal of Civil Engineering, 34(11) | |
dc.relation.references | Wight, G.D., Ingham, J., (2008), pp. 938-946. , M. “Tendon Stress in Unbonded Posttensioned Masonry Walls at Nominal In-Plane Strength”. J. Struct. Eng. | |
dc.relation.references | Yaginuma, Y., Non-linear analysis of ultimate flexural strength of beams with external tendons (1995) J. Prestressed Concr., 37 (3), pp. 54-65 | |
dc.type.coar | http://purl.org/coar/resource_type/c_6501 | |
dc.type.version | info:eu-repo/semantics/publishedVersion | |
dc.type.driver | info:eu-repo/semantics/article | |
dc.identifier.reponame | reponame:Repositorio Institucional Universidad de Medellín | |
dc.identifier.repourl | repourl:https://repository.udem.edu.co/ | |
dc.identifier.instname | instname:Universidad de Medellín |
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