A Study on Finite Element Modelling and Analysis with respect to Experimental Results of Strengthened Unreinforced Masonry Walls With and Without Kevlar-FRP
:
https://doi.org/10.9744/ced.23.2.67-77Keywords:
Seismic performance, unreinforced masonry, Kevlar Fibre, finite element methodAbstract
Unreinforced masonry (URM) walls, found in most historical buildings in Indonesia, are relatively brittle with wide variety of material properties. The behaviour of URM walls is very complex, especially when subjected to seismic excitation. In this research, a finite element modelling was set up in order to analyse the seismic performance of URM wall experimental test units, with and without strengthening material. The analysis was conducted using SAP2000 computer program. Three dimensional solids and springs as link connectors were assigned to represent the masonry behaviour. This research aims to compare results obtained from the computer analysis and the previously conducted laboratory experiments. The effectiveness of Kevlar fibre material, which was installed on both wall surfaces and modelled as truss element was also investigated. It was found that the failure mechanisms shown by the SAP2000 model was similar to the laboratory test results. The use of Kevlar Fibre as strengthening material was found able to significantly increase the stiffness and shear capacity of the URM wall.
References
Malkus, D.S. and Cook, R.D., Concepts and Applications of Finite Element Analysis, 4th edition, John Wiley & Sons, Inc, 2001.
Wai, C.M., Rivai, A., and Bapokutty, O., Modeling Optimization Involving Different Types of Elements in Finite Element Analysis, 2nd International Conference on Mechanical Engineering Research (ICMER), Institute of Physics Publishing, 50, 2013.
Akin, J.E., Finite Element Analysis Concepts via SolidWorks, World Scientific Publishing Co. Pte. Ltd., Singapore, 2009.
Computers & Structures, Inc., CSI Analysis Reference Manual for SAP2000, ETABS, SAFE and CsiBridge, United Sates of America, 2017.
Liu, X., Duddu, R., and Waisman, H., Delamina-tion Analysis of Composites Using a Finite Element Based Discrete Damage Zone Model, International Conference, Society for the Advancement of Materials and Process Engineering (SAMPE), Baltimore, MD, 2012.
Wijanto, S., Andriono, T., and Tanudjaja, J.A., Seismic Behaviour of Strengthened Unreinforced Masonry Walls using Kevlar-FRP, Civil Engineering Dimension, , 23(1), 2021, pp. 44-53.
Wijanto, L.S., Seismic Assessment of Unreinforced Masonry Walls, PhD thesis, Department of Civil Engineering, University of Canterbury, New Zealand, 2007, p.188.
FEMA 273, NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, D.C., 1997.
Paulay, T. and Priestley, M. J. N., Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, Inc, 1992.
Croce, P. et al., Shear Modulus of Masonry Walls: A Critical Review, XIV International Conference on Building Pathology and Construction Repair CINPAR, Procedia Structural Integrity, 11, 2018, pp. 339-346.
FEMA 306, Evaluation of Earthquake Damage Concrete and Masonry Wall Buildings, Federal Emergency Management Agency, Washington, D.C., 1998.
ASCE/SEI 41-17, Seismic Evaluation and Retro-fit of Existing Buildings, American Society of Civil Engineers, Reston, VA, 2017.
Downloads
Published
How to Cite
Issue
Section
License
Authors who publish with this journal agree to the following terms:- Authors retain the copyright and publishing right, and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) followingthe publication of the article, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).