Analysis of uniaxial compression behavior of hollow concrete block masonry: experimental and analytical approaches
Email:
buithiloan@utc.edu.vn
Từ khóa:
hollow concrete masonry, compressive behavior, analytical models
Tóm tắt
This article focuses on the uniaxial compression behavior of concrete hollow brick masonry assembly. This study was performed both by experimental and analytical approaches. In the first experimental part, the compression tests were done according to the European standard EN1052-1. It is highlighted from the tests that this concrete hollow brick masonry is a very high dispersive material and that the compression behavior of this masonry is similar and depends principally on that of bricks. In addition, the vertical splitting failure modes reflect the effect of "expanding/restraining" for this type of masonry and the elastic properties determined from these tests are comparable with the values found in the literature. Then, in the analytical approach, the simple calculations were done by different existed models to predict the compressive strength of masonry prism. A comparison of the results obtained by using these models with those of experimentation shows that only the model which takes into account the effect of vertical joints is mostly adapted for the safe design of this masonry prism under uniaxial compression load.Tài liệu tham khảo
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[3]. Qiang Zhou, Fenglai Wang, Fei Zhu, Xu Yang, Stress–strain model for hollow concrete block masonry under uniaxial compression, Materials and Structures 50, 106 (2017). https://doi.org/10.1617/s11527-016-0975-5
[4]. N. N. Thaickavil, J. Thomas, Behaviour and strength assessment of masonry prisms, Case Studies in Construction Materials, 8 (2018) 23-38. https://doi.org/10.1016/j.cscm.2017.12.007
[5]. F. S. Fonseca, Ernesto S.Fortesb, Guilherme A.Parsekianb, Jefferson S.Camachoc, Compressive strength of high-strength concrete masonry grouted prisms, Construction and Building Materials, 202 (2019) 861-876. https://doi.org/10.1016/j.conbuildmat.2019.01.037
[6]. H.B. Kaushik, D.C. Rai, S.K. Jain, Uniaxial compressive stress-strain model for clay brick masonry, Current Science, 92 (2007) 497-501. https://www.jstor.org/stable/24097563?seq=1
[7]. A. Mohammed, T.G. Hughes, A. Mustapha, The effect of scale on the structural behaviour of masonry under compression, Construction and Building Materials, 25 (2011) 303-307 https://doi.org/10.1016/j.conbuildmat.2010.06.025
[8]. H. Syiemiong, C. Marthong, Effect of mortar grade on the uniaxial compression strength of low-strength hollow concrete block masonry prisms, Materials today Proceeding, 28 (2020) 842-845. https://doi.org/10.1016/j.matpr.2019.12.309
[9]. T. T. Bui, Etude experimentale et numérique du comportement des voiles en maçonnerie soumis à un chargement hors plan, (2013). (In French) https://www.theses.fr/2013ISAL0046
[10]. M. Lateb, Calcul de la capacité portante des murs en maçonnerie de petits elements sous charges verticals, (1995). (In French) https://pastel.archives-ouvertes.fr/pastel-00569146/
[11]. A.W. Hendrey, Structural Brickwork, Second edition, The Macmillan press LTD, London, 1983, https://link.springer.com/book/10.1007/978-1-349-81439-8
[12]. J. C. Scrivener, Reinforced masonry – seismic behavior and design, Bulletin of the New Zealand Society for Earthquake Engineering, 5 (1972) 143-155, https://www.nzsee.org.nz/db/Bulletin/Archive/05(4)0143.pdf
[13]. Francis A, Horman C, Jerrems L, The effect of joint thickness and other factors on the compressive strength of brickwork, Proc 2nd Int Brick/Block Masonry Conf Stoke-on-Trent, UK, 1971, pp. 31–37. http://www.hms.civil.uminho.pt/ibmac/1970/31.pdf
[14]. Mourad Lateb, Calcul de la capacité portante des murs en maçonnerie de petits éléments sous charges verticales, these soutenue le 28 mars 1995. (In French) https://pastel.archives-ouvertes.fr/pastel-00569146/
[15]. Khoo CL, Hendry AW., A failure criteria for brickwork in axial compression, Proc. 3rd I.B.Ma.C. Essen, 1973. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.483183
[16]. A. Brencich, C. Corradi, L. Gambarotta, Eccentrically loaded brickwork: Theoretical and experimental results, Engineering Structures, 30 (2008) 3629-3643. https://doi.org/10.1016/j.engstruct.2008.05.010
[2]. S. Wisnumurti, M.D. Dewi, Agoes Soehardjono, Masonry Behavior of Local Brick from East-java Indonesia, Journal of Applied Sciences Research, 7 (2011) 849-852.
[3]. Qiang Zhou, Fenglai Wang, Fei Zhu, Xu Yang, Stress–strain model for hollow concrete block masonry under uniaxial compression, Materials and Structures 50, 106 (2017). https://doi.org/10.1617/s11527-016-0975-5
[4]. N. N. Thaickavil, J. Thomas, Behaviour and strength assessment of masonry prisms, Case Studies in Construction Materials, 8 (2018) 23-38. https://doi.org/10.1016/j.cscm.2017.12.007
[5]. F. S. Fonseca, Ernesto S.Fortesb, Guilherme A.Parsekianb, Jefferson S.Camachoc, Compressive strength of high-strength concrete masonry grouted prisms, Construction and Building Materials, 202 (2019) 861-876. https://doi.org/10.1016/j.conbuildmat.2019.01.037
[6]. H.B. Kaushik, D.C. Rai, S.K. Jain, Uniaxial compressive stress-strain model for clay brick masonry, Current Science, 92 (2007) 497-501. https://www.jstor.org/stable/24097563?seq=1
[7]. A. Mohammed, T.G. Hughes, A. Mustapha, The effect of scale on the structural behaviour of masonry under compression, Construction and Building Materials, 25 (2011) 303-307 https://doi.org/10.1016/j.conbuildmat.2010.06.025
[8]. H. Syiemiong, C. Marthong, Effect of mortar grade on the uniaxial compression strength of low-strength hollow concrete block masonry prisms, Materials today Proceeding, 28 (2020) 842-845. https://doi.org/10.1016/j.matpr.2019.12.309
[9]. T. T. Bui, Etude experimentale et numérique du comportement des voiles en maçonnerie soumis à un chargement hors plan, (2013). (In French) https://www.theses.fr/2013ISAL0046
[10]. M. Lateb, Calcul de la capacité portante des murs en maçonnerie de petits elements sous charges verticals, (1995). (In French) https://pastel.archives-ouvertes.fr/pastel-00569146/
[11]. A.W. Hendrey, Structural Brickwork, Second edition, The Macmillan press LTD, London, 1983, https://link.springer.com/book/10.1007/978-1-349-81439-8
[12]. J. C. Scrivener, Reinforced masonry – seismic behavior and design, Bulletin of the New Zealand Society for Earthquake Engineering, 5 (1972) 143-155, https://www.nzsee.org.nz/db/Bulletin/Archive/05(4)0143.pdf
[13]. Francis A, Horman C, Jerrems L, The effect of joint thickness and other factors on the compressive strength of brickwork, Proc 2nd Int Brick/Block Masonry Conf Stoke-on-Trent, UK, 1971, pp. 31–37. http://www.hms.civil.uminho.pt/ibmac/1970/31.pdf
[14]. Mourad Lateb, Calcul de la capacité portante des murs en maçonnerie de petits éléments sous charges verticales, these soutenue le 28 mars 1995. (In French) https://pastel.archives-ouvertes.fr/pastel-00569146/
[15]. Khoo CL, Hendry AW., A failure criteria for brickwork in axial compression, Proc. 3rd I.B.Ma.C. Essen, 1973. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.483183
[16]. A. Brencich, C. Corradi, L. Gambarotta, Eccentrically loaded brickwork: Theoretical and experimental results, Engineering Structures, 30 (2008) 3629-3643. https://doi.org/10.1016/j.engstruct.2008.05.010
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Nhận bài
17/07/2020
Nhận bài sửa
11/09/2020
Chấp nhận đăng
22/09/2020
Xuất bản
30/09/2020
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Kiểu trích dẫn
Bui Thi, L. (8800). Analysis of uniaxial compression behavior of hollow concrete block masonry: experimental and analytical approaches. Tạp Chí Khoa Học Giao Thông Vận Tải, 71(7), 802-813. https://doi.org/10.47869/tcsj.71.7.6
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