Computational Seismic Analysis of Dry-Stack Block Masonry Wall
Vol. 7 No. 3 (2021): March
Research Articles
Downloads
In this research the computational modeling of Dry-Stack Block Masonry (DSM) walls subjected to cyclic monotonic loading testing is done. The analytical results were compared with experimental test results of the unreinforced and unconfined DSM cantilever walls subjected to lateral loading along with a constant axial load. ABAQUS has been used for Finite Element Modeling and analysis of the wall. Various material properties are defined for the wall in the software and modeled as a homogeneous material. The proposed numerical models had a good correlation with the experimental data. The test results discussion includes failure moods, load displacement curves, and stress/strain profile.
Doi: 10.28991/cej-2021-03091668
Full Text: PDF
Khan, I., Gul, A., Shahzada, K., Khan, N. A., Rehman, F. U., Samiullah, Q., & Khattak, M. A. (2021). Computational Seismic Analysis of Dry-Stack Block Masonry Wall. Civil Engineering Journal, 7(3), 488–501. https://doi.org/10.28991/cej-2021-03091668
[1] Kömürcü, Sedat., Analysis and Modelling of the in-plane behaviour of Masonry Walls, PhD Thesis, Istanbul Technical University, Turkey (2017).
[2] De C.S.S. Alvarenga, Rita, Gustavo H. Nalon, Lucas A. F. Fioresi, Monica C. Pinto, Leonardo G. Pedroti, and José C. L. Ribeiro. "Experimental Evaluation of the Influence of Mortar's Mechanical Properties on the Behavior of Clay Masonry.” The Minerals, Metals & Materials Series (2017): 671–679. doi:10.1007/978-3-319-51382-9_74.
[3] Messali, F., R. Esposito, G. J. P. Ravenshorst, and J. G. Rots. "Experimental Investigation of the in-Plane Cyclic Behaviour of Calcium Silicate Brick Masonry Walls.” Bulletin of Earthquake Engineering 18, no. 8 (April 5, 2020): 3963–3994. doi:10.1007/s10518-020-00835-x.
[4] Ngowi, Joseph Vincent. "Stability of dry-stack masonry." PhD Thesis, University of the Witwatersrand, Johannesburg, South Africa. (2005).
[5] Walker, P.J, Maunsel, M.G and Dickens, J.G., Structural Instability at Great Zimbabwe Monument, research report, University of Zimbabwe (1991).
[6] Uzoegbo, H.C., Stabilised soil blocks; Properties and Applications, Technical notes, Dept. of Civil Eng., University of Witwatersrand (2000).
[7] Vanderwerf, P., Mortarless Block Systems analysis of systems in the market, Works Inc. new construction products report, Stoughton (1999).
[8] Lin, Kun, Yuri Totoev, Hongjun Liu, and Chunli Wei. "Experimental Characteristics of Dry Stack Masonry under Compression and Shear Loading.” Materials 8, no. 12 (December 12, 2015): 8731–8744. doi:10.3390/ma8125489.
[9] Lourenco, P.B., Computational Strategies for Masonry Structures, PhD thesis, Delft University of Technology, Delft, The Netherlands (1996).
[10] Khan, Nisar Ali, Muhammad Fiaz Tahir, Camillo Nuti, Bruno Briseghella, and Alessandro Vittorio Bergami. "Influence of Brick Masonry Infill Walls on Seismic Response of RC Structures." Technical Journal 24, no. 03 (2019): 15-23.
[11] Vasconcelos, G., P. B. Lourenço, H. Mouzakis, and L. Karapitta. "Experimental Investigations on Dry Stone Masonry Walls.” In 1st International Conference on Restoration of Heritage Masonry Structures, Cairo, Egypt, (2006):1-31.
[12] Manual, Abaqus User. "Abaqus Theory Guide. Version 6.14." USA: Dassault Systemes Simulia Corp (2014).
[13] Simulia, Dassault Systèmes. "Abaqus Analysis User's Guide, v. 6.14." Johnston, RI (2013).
[14] Deepak, Bansal. "Interlocking dry stacked masonry." In 8th International Masonry Conference. 2010.
[15] Belarbi, Abdeldjelil, L. X. Zhang, and THOMAS TC Hsu. "Constitutive laws of reinforced concrete membrane elements." In Sociedad Mexicana de Ingenieria Sismica in World Conference on Earthquake Engineering, pp. 1-8. (1996):1-8.
[16] Ghiassi, Bahman, Masoud Soltani, and Abbas Ali Tasnimi. "A Simplified Model for Analysis of Unreinforced Masonry Shear Walls Under Combined Axial, Shear and Flexural Loading.” Engineering Structures 42 (September 2012): 396–409. doi:10.1016/j.engstruct.2012.05.002.
[17] Hibbitt, D., B. Karlsson, and P. Sorensen. "Abaqus/CAE user's guide." Dassault Systemes Simulia Corp., Providence, RI (2013).
[18] Prestandard, F. E. M. A. "commentary for the seismic rehabilitation of buildings (FEMA356)." Washington, DC: Federal Emergency Management Agency, 7, (2000).
[19] Senthivel, R., and P.B. Lourenço. "Finite Element Modelling of Deformation Characteristics of Historical Stone Masonry Shear Walls.” Engineering Structures 31, no. 9 (September 2009): 1930–1943. doi:10.1016/j.engstruct.2009.02.046.
[20] Annecchiarico, M., F. Portioli, and R. Landolfo. "Micro and macro finite element modeling of brick masonry panels subject to lateral loadings." In Proc., COST C26 Action Final Conf, (2010):315-320.
[21] Rafiq, A. Computational Modelling of unconfined/Unreinforced Masonry Wall using Abaqus, MSc thesis, University of Engineering and Technology, Peshawar, Pakistan, (2016).
[22] Nikolić, Š½eljana, Hrvoje Smoljanović, and Nikolina Š½ivaljić. "Numerical modelling of dry stone masonry structures based on finite-discrete element method." International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering 10, no. 8 (2016): 1032-1040.
[23] Safiee, N.A., M.S. Jaafar, and Jamal Noorzaei. "Behavior of Mortarless Wall Subjected to In-Plane Combine Loading.” Advanced Materials Research 264–265 (June 2011): 1746–1751. doi:10.4028/www.scientific.net/amr.264-265.1746.
[24] Abdi, Rahim, and Nader Abdoli Yazdi. "Effects of Aspect Ratio and Plate Thickness on the Behavior of Unstiffened Steel-Plate Shear Walls with Pinned and Rigid Connections.” Civil Engineering Journal 4, no. 6 (July 4, 2018): 1383. doi:10.28991/cej-0309180.
[25] Iuorio, O.; Fiorino, L.; Macillo, V.; Terracciano, M. T.; and Landolfo, R., "The Influence of the Aspect Ratio on the Lateral Response of the Sheathed Cold Formed Steel Walls". International Specialty Conference on Cold-Formed Steel Structures. 7, (2012).
[26] Kadhim, Jabbar Abdalaali, and Abbass Oda Dawood. "Seismic Performance of Clay Bricks Construction.” Civil Engineering Journal 6, no. 4 (April 1, 2020): 785–805. doi:10.28991/cej-2020-03091508.
[2] De C.S.S. Alvarenga, Rita, Gustavo H. Nalon, Lucas A. F. Fioresi, Monica C. Pinto, Leonardo G. Pedroti, and José C. L. Ribeiro. "Experimental Evaluation of the Influence of Mortar's Mechanical Properties on the Behavior of Clay Masonry.” The Minerals, Metals & Materials Series (2017): 671–679. doi:10.1007/978-3-319-51382-9_74.
[3] Messali, F., R. Esposito, G. J. P. Ravenshorst, and J. G. Rots. "Experimental Investigation of the in-Plane Cyclic Behaviour of Calcium Silicate Brick Masonry Walls.” Bulletin of Earthquake Engineering 18, no. 8 (April 5, 2020): 3963–3994. doi:10.1007/s10518-020-00835-x.
[4] Ngowi, Joseph Vincent. "Stability of dry-stack masonry." PhD Thesis, University of the Witwatersrand, Johannesburg, South Africa. (2005).
[5] Walker, P.J, Maunsel, M.G and Dickens, J.G., Structural Instability at Great Zimbabwe Monument, research report, University of Zimbabwe (1991).
[6] Uzoegbo, H.C., Stabilised soil blocks; Properties and Applications, Technical notes, Dept. of Civil Eng., University of Witwatersrand (2000).
[7] Vanderwerf, P., Mortarless Block Systems analysis of systems in the market, Works Inc. new construction products report, Stoughton (1999).
[8] Lin, Kun, Yuri Totoev, Hongjun Liu, and Chunli Wei. "Experimental Characteristics of Dry Stack Masonry under Compression and Shear Loading.” Materials 8, no. 12 (December 12, 2015): 8731–8744. doi:10.3390/ma8125489.
[9] Lourenco, P.B., Computational Strategies for Masonry Structures, PhD thesis, Delft University of Technology, Delft, The Netherlands (1996).
[10] Khan, Nisar Ali, Muhammad Fiaz Tahir, Camillo Nuti, Bruno Briseghella, and Alessandro Vittorio Bergami. "Influence of Brick Masonry Infill Walls on Seismic Response of RC Structures." Technical Journal 24, no. 03 (2019): 15-23.
[11] Vasconcelos, G., P. B. Lourenço, H. Mouzakis, and L. Karapitta. "Experimental Investigations on Dry Stone Masonry Walls.” In 1st International Conference on Restoration of Heritage Masonry Structures, Cairo, Egypt, (2006):1-31.
[12] Manual, Abaqus User. "Abaqus Theory Guide. Version 6.14." USA: Dassault Systemes Simulia Corp (2014).
[13] Simulia, Dassault Systèmes. "Abaqus Analysis User's Guide, v. 6.14." Johnston, RI (2013).
[14] Deepak, Bansal. "Interlocking dry stacked masonry." In 8th International Masonry Conference. 2010.
[15] Belarbi, Abdeldjelil, L. X. Zhang, and THOMAS TC Hsu. "Constitutive laws of reinforced concrete membrane elements." In Sociedad Mexicana de Ingenieria Sismica in World Conference on Earthquake Engineering, pp. 1-8. (1996):1-8.
[16] Ghiassi, Bahman, Masoud Soltani, and Abbas Ali Tasnimi. "A Simplified Model for Analysis of Unreinforced Masonry Shear Walls Under Combined Axial, Shear and Flexural Loading.” Engineering Structures 42 (September 2012): 396–409. doi:10.1016/j.engstruct.2012.05.002.
[17] Hibbitt, D., B. Karlsson, and P. Sorensen. "Abaqus/CAE user's guide." Dassault Systemes Simulia Corp., Providence, RI (2013).
[18] Prestandard, F. E. M. A. "commentary for the seismic rehabilitation of buildings (FEMA356)." Washington, DC: Federal Emergency Management Agency, 7, (2000).
[19] Senthivel, R., and P.B. Lourenço. "Finite Element Modelling of Deformation Characteristics of Historical Stone Masonry Shear Walls.” Engineering Structures 31, no. 9 (September 2009): 1930–1943. doi:10.1016/j.engstruct.2009.02.046.
[20] Annecchiarico, M., F. Portioli, and R. Landolfo. "Micro and macro finite element modeling of brick masonry panels subject to lateral loadings." In Proc., COST C26 Action Final Conf, (2010):315-320.
[21] Rafiq, A. Computational Modelling of unconfined/Unreinforced Masonry Wall using Abaqus, MSc thesis, University of Engineering and Technology, Peshawar, Pakistan, (2016).
[22] Nikolić, Š½eljana, Hrvoje Smoljanović, and Nikolina Š½ivaljić. "Numerical modelling of dry stone masonry structures based on finite-discrete element method." International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering 10, no. 8 (2016): 1032-1040.
[23] Safiee, N.A., M.S. Jaafar, and Jamal Noorzaei. "Behavior of Mortarless Wall Subjected to In-Plane Combine Loading.” Advanced Materials Research 264–265 (June 2011): 1746–1751. doi:10.4028/www.scientific.net/amr.264-265.1746.
[24] Abdi, Rahim, and Nader Abdoli Yazdi. "Effects of Aspect Ratio and Plate Thickness on the Behavior of Unstiffened Steel-Plate Shear Walls with Pinned and Rigid Connections.” Civil Engineering Journal 4, no. 6 (July 4, 2018): 1383. doi:10.28991/cej-0309180.
[25] Iuorio, O.; Fiorino, L.; Macillo, V.; Terracciano, M. T.; and Landolfo, R., "The Influence of the Aspect Ratio on the Lateral Response of the Sheathed Cold Formed Steel Walls". International Specialty Conference on Cold-Formed Steel Structures. 7, (2012).
[26] Kadhim, Jabbar Abdalaali, and Abbass Oda Dawood. "Seismic Performance of Clay Bricks Construction.” Civil Engineering Journal 6, no. 4 (April 1, 2020): 785–805. doi:10.28991/cej-2020-03091508.
- authors retain all copyrights - authors will not be forced to sign any copyright transfer agreements
- permission of re-useThis work (including HTML and PDF Files) is licensed under a Creative Commons Attribution 4.0 International License.
