Collapse of a Masonry Wall in an Industrial Building: Diagnosis by Numerical Modeling
Publication: Journal of Performance of Constructed Facilities
Volume 27, Issue 1
Abstract
This paper presents the analysis of a failure involving the partial collapse of a masonry wall made of precast concrete blocks in an industrial building as a result of the action of the wind. A field survey was carried out to investigate the origin of the failure, which pointed to defective building practices as the possible cause. At the same time, complementary numerical modeling was performed to simulate the coupled fluidstructure behavior, as well as a parametric study and optimization based on Design of Experiments (DOE) to determine the influence of the principal variables in the wall behavior in the presence of wind loads. The lessons learned in the course of the study are explained in the final section.
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Acknowledgments
The authors express deep gratitude to the GICONSIME Research Group at Oviedo University for their useful assistance. We thank Swanson Analysis Inc. for the use of ANSYS University Research program. This work was partially financed by the Spanish Ministry of Education and Science by means of the BIA2008-00058 Research Project and by the Gijon City Council by means of the scholarship granted to the student Abel Obeso Muñiz, ref. SV-11-GIJON- 4 IUTA.
References
Adam, J. M., Brencich A., Hughes T. G., and Jefferson, T. (2010). “Micromodelling of eccentrically loaded brickwork: Study of masonry wallettes.” Eng. Struct., 32(5), 1244–1251.
Anderson, J. D. (1995). Computational fluid dynamics, McGraw Hill, New York.
Antony, J. (2003). Design of experiments for engineers and scientists, Butterworth-Heinemann, New York.
Bañuelos-Ruedas, F., Angeles-Camacho, C., and Rios-Marcuello, S. (2010). “Analysis and validation of the methodology used in the extrapolation of wind speed data at different heights.” Renew. Sustain. Energy Rev., 14(8), 2383–2391.
Batchelor, G. K. (2007). An introduction to fluid dynamics, Cambridge University Press, New York.
Betti, M., Bartoli, G., and Orlando, M. (2010). “Evaluation study on structural fault of a Renaissance Italian palace.” Eng. Struct., 32(7), 1801–1813.
Caglayan, O., and Yuksel, E. (2008). “Experimental and finite element investigations on the collapse of a Mero space truss roof structure––A case study.” Eng. Fail. Anal., 15(5), 458–470.
Calderón, P. A., Adam, J. M., and Payá-Zaforteza, I. (2009). “Failure analysis and remedial measures applied to a RC water tank.” Eng. Fail. Anal., 16(5), 1674–1685.
Codigo Tecnico Edificacion - Documento Basico - Seguridad Estructural - Acciones en la Edificacion (CTE-DB SE-AE). (2009). Structural security––Building loads, Spanish Technical Building Code Eduardo Torroja Institute. C/Serrano Galvache 4, Madrid, Spain.
Codigo Tecnico Edificacion - Documento Basico - Seguridad Estructural - Fabrica (CTE-DB SE-F). (2009). Structural security––Masonry, Spanish Technical Building Code Eduardo Torroja Institute. C/Serrano Galvache 4, Madrid, Spain.
del Coz Díaz, J. J., García Nieto, P. J., Betegón Biempica, C., and Prendes Gero, M. B. (2007). “Analysis and optimization of the heat-insulating light concrete hollow brick walls design by the finite element method.” Appl. Therm. Eng., 27(8–9), 1445–1456.
del Coz Díaz, J. J., García Nieto, P. J., González Pérez, J. A., and Martín Navarro, A. (2009). “Numerical analysis of the pressure field on curved and open self-weighted metallic roofs due to the wind effect by the finite volume method.” Appl. Math. Comput., 209(1), 31–41.
del Coz Díaz, J. J., García Nieto, P. J., Lozano Martínez-Luengas, A., and Suárez Sierra, J. L. (2010). “A study of the collapse of a WWII communications antenna using numerical simulations based on design of experiments by FEM.” Eng. Struct., 32(7), 1792–1800.
del Coz Díaz, J. J., García Nieto, P. J., and Suárez Domínguez, F. J. (2006). “Numerical analysis of pressure field on curved self-weighted metallic roofs due to the wind effect by the FEM.” J. Comput. Appl. Math., 192(1), 40–50.
del Coz Díaz, J. J., Lozano Martinez-Luengas, A., Adam, J. M., and Martin Rodriguez, A. (2011). “Non-linear hygrothermal failure analysis of an external clay brick wall by FEM––A case study.” Construct. Build. Mater., 25(12), 4454–4464.
García Nieto, P. J., del Coz Díaz, J. J., Castro-Fresno, D., and Ballester Muñoz, F. (2010). “Numerical simulation of the performance of a snow fence with airfoil snow plates by FVM.” J. Comput. Appl. Math., 234(4), 1200–1210.
Huckelbridge, A. A., and Metzger, A. T. (2009). “Investigation of the Dayton, Ohio, IR 75 sign truss failure of September 11, 2006.” J. Perform. Constr. Facil., 23(5), 372–378.
Koçak, A., and Köksal, T. (2010). “An example for determining the cause of damage in historical buildings: Little Hagia Sophia (Church of St. Sergius and Bacchus)––Istanbul, Turkey.” Eng. Fail. Anal., 17(4), 926–937.
Lourenço, P. B., Krakowiak, K. J., Fernandez, F. M., and Ramos, L. F. (2007). “Failure analysis of Monastery of Jerónimos, Lisbon: How to learn from sophisticated numerical models.” Eng. Fail. Anal., 14(2), 280–300.
Lourenço, P. B., and Pina-Henriques, J. (2006). “Validation of analytical and continuum numerical methods for stimating the compressive strength of masonry.” Comput. Struc., 84(29–30), 1977–1989.
Madenci, E., and Guven, I. (2007). The finite element method and applications in engineering using ANSYS, Springer, New York.
Moaveny, S. (2007). Finite element analysis: Theory and applications with ANSYS, Prentice Hall, New York.
Montgomery, D. C. (2008). Design and analysis of experiments, Wiley, New York.
Pallarés, F. J., Ivorra, S., Pallarés, L., and Adam, J. M. (2011). “State of the art of industrial masonry chimneys: A review from construction to strengthening.” Construct. Build. Mater., 25(12), 4351–4361.
Pope, S. B. (2000). Turbulent flows, Cambridge University Press, New York.
Prasad Rao, N., Samuel Knight, G. M., Seetharaman, S., Lakshmanan, N., Nagesh, R., and Iyer, N. R. (2011). “Failure analysis of transmission line towers.” J. Perform. Constr. Facil., 25(3), 231–240.
Tiago, P., and Júlio, E. (2010). “Case study: Damage of an RC building after a landslide–– Inspection, analysis and retrofitting.” Eng. Struct., 32(7), 1814–1820.
Vicente, R., Rodrigues, H., Varum, H., and Mendes da Silva, J. A. R. (2011). “Evaluation of strengthening techniques of traditional masonry buildings: Case study of a four-building aggregate.” J. Perform. Constr. Facil., 25(3), 202–216.
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Published In
Journal of Performance of Constructed Facilities
Volume 27 • Issue 1 • February 2013
Pages: 65 - 76
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Aug 8, 2011
Accepted: Oct 31, 2011
Published online: Nov 3, 2011
Published in print: Feb 1, 2013
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