Stability of Slender Masonry Columns with Circular Cross-Section under Their Own Weight and Eccentric Vertical Load

This work concerns the stability of unreinforced masonry slender circular cross-sectional columns subjected to their own weight and eccentric vertical load. Cantilever columns are examined, considering that the material has infinitely linear elastic behavior in compression and has no tensile strengt...

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Published in:	International journal of architectural heritage Vol. 10; no. 8; pp. 1008 - 1024
Main Author:	Gurel, M. Arif
Format:	Journal Article
Language:	English
Published:	Taylor & Francis 16-11-2016
Subjects:	circular columns cracking numerical model stability unreinforced masonry
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Abstract	This work concerns the stability of unreinforced masonry slender circular cross-sectional columns subjected to their own weight and eccentric vertical load. Cantilever columns are examined, considering that the material has infinitely linear elastic behavior in compression and has no tensile strength. For the analysis, an existing numerical model and solution procedure developed for the stability analysis of masonry elements with rectangular cross-section are utilized and adapted to the circular columns. For the instability of the columns, an appropriate criterion that relates the top lateral deflection to the intensity of the applied eccentric vertical load is employed. By considering a reference column, critical buckling load is obtained, behavior of the column interpreted and efficiency of the numerical model emphasized. Performing a nonlinear buckling analysis using a general purpose software on this reference column, obtained results are compared with those of the adapted procedure of the present study. Implementing parametric analyses on reference column, effects of the column slenderness, eccentricity of vertical load, elastic modulus, and self-weight on the buckling load are investigated. Presented calculation procedure provides a useful tool in order to calculate the critical loads or to check the stability of masonry circular columns.
AbstractList	This work concerns the stability of unreinforced masonry slender circular cross-sectional columns subjected to their own weight and eccentric vertical load. Cantilever columns are examined, considering that the material has infinitely linear elastic behavior in compression and has no tensile strength. For the analysis, an existing numerical model and solution procedure developed for the stability analysis of masonry elements with rectangular cross-section are utilized and adapted to the circular columns. For the instability of the columns, an appropriate criterion that relates the top lateral deflection to the intensity of the applied eccentric vertical load is employed. By considering a reference column, critical buckling load is obtained, behavior of the column interpreted and efficiency of the numerical model emphasized. Performing a nonlinear buckling analysis using a general purpose software on this reference column, obtained results are compared with those of the adapted procedure of the present study. Implementing parametric analyses on reference column, effects of the column slenderness, eccentricity of vertical load, elastic modulus, and self-weight on the buckling load are investigated. Presented calculation procedure provides a useful tool in order to calculate the critical loads or to check the stability of masonry circular columns.
Author	Gurel, M. Arif
Author_xml	– sequence: 1 givenname: M. Arif surname: Gurel fullname: Gurel, M. Arif email: agurel@harran.edu.tr organization: Department of Civil Engineering, Harran University
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CitedBy_id	crossref_primary_10_17798_bitlisfen_1082417 crossref_primary_10_3390_ma13143174 crossref_primary_10_1016_j_engstruct_2017_11_044 crossref_primary_10_1080_15583058_2017_1396380 crossref_primary_10_2339_politeknik_561059 crossref_primary_10_1016_j_ijsolstr_2018_07_010
Cites_doi	10.1016/S0020-7683(02)00467-5 10.1016/S0141-0296(02)00033-0 10.1142/9781848160835 10.1016/j.ijmecsci.2006.08.002 10.1007/s10518-011-9297-8 10.1080/15583051003717770 10.1061/(ASCE)0733-9445(1993)119:6(1678) 10.1016/j.conbuildmat.2012.04.053 10.1680/iicep.1957.12395 10.1016/j.engstruct.2008.02.016 10.1016/S0045-7949(96)00295-7 10.1061/(ASCE)0733-9445(1995)121:11(1581) 10.1016/0020-7683(75)90052-9 10.1061/(ASCE)0733-9445(1997)123:1(104) 10.1061/(ASCE)0733-9445(1997)123:10(1303) 10.1002/(SICI)1096-9845(199703)26:3<319::AID-EQE645>3.0.CO;2-C 10.1142/S0219455403000823 10.1016/j.advengsoft.2014.12.005 10.1016/j.conbuildmat.2011.01.007 10.1016/0020-7683(80)90042-6 10.1061/(ASCE)0733-9445(2004)130:6(921) 10.1016/j.engstruct.2004.11.018 10.1115/1.4011511 10.1016/0045-7949(95)98879-U 10.1016/j.engfailanal.2006.02.002 10.1061/(ASCE)0733-9445(1993)119:1(69) 10.1016/j.compstruc.2008.01.003
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Title	Stability of Slender Masonry Columns with Circular Cross-Section under Their Own Weight and Eccentric Vertical Load
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