Assessment of debonding failure models for FRP retrofitted URM structures

Paper

Zhuge, Y. and Yeap, K. X.. 2011. "Assessment of debonding failure models for FRP retrofitted URM structures." Fragomeni, Sam, Venkatesan, Srikanth, Lam, Nelson T. K. and Setunge, Sujeeva (ed.) 21st Australasian Conference on the Mechanics of Structures and Materials (ACMSM 21). Melbourne, Australia 07 - 10 Dec 2010 Leiden, Netherlands. https://doi.org/10.1201/b10571-97
Paper/Presentation Title

Assessment of debonding failure models for FRP retrofitted URM structures

Presentation TypePaper
AuthorsZhuge, Y. (Author) and Yeap, K. X. (Author)
EditorsFragomeni, Sam, Venkatesan, Srikanth, Lam, Nelson T. K. and Setunge, Sujeeva
Journal or Proceedings TitleProceedings of the 21st Australasian Conference on the Mechanics of Structures and Materials (ACMSM 21)
Number of Pages6
Year2011
Place of PublicationLeiden, Netherlands
ISBN9780415616577
Digital Object Identifier (DOI)https://doi.org/10.1201/b10571-97
Web Address (URL) of Paperhttp://www.vu.edu.au/acmsm21
Conference/Event21st Australasian Conference on the Mechanics of Structures and Materials (ACMSM 21)
Event Details
Rank
B
B
Event Details
21st Australasian Conference on the Mechanics of Structures and Materials (ACMSM 21)
Parent
Australasian Conference on the Mechanics of Structures and Materials
Delivery
In person
Event Date
07 to end of 10 Dec 2010
Event Location
Melbourne, Australia
Abstract

In recent years engineers proposed to use Fibre Reinforced Polymer (FRP) as a strengthening material to retrofit masonry structures. In order to accurately and conservatively predict the overall capabilities of FRP-strengthened masonry structures, the basic characteristic of shear debonding must be first studied and understood. For shear failures controlled by FRP debonding, stresses in the FRP at failure are controlled by the ultimate bond strength between the FRP and masonry. However, the research in this area is extremely limited for masonry. Hence in this paper, the existing models for estimating FRP strengthened concrete bond capacity due to pure shear are assessed based on a test database of masonry collected from the available literature. The results indicate that the test-to-predicted ratios for all models are generally less conservative although they were performing well when the testing data for concrete was used. A new effective length model was then proposed from this study to improve the accuracy of the model.

KeywordsURM; retrofitting; FRP; in-plane shear; debonding
ANZSRC Field of Research 2020400505. Construction materials
400510. Structural engineering
401605. Functional materials
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Byline AffiliationsFaculty of Engineering and Surveying
Queensland Rail, Australia
Institution of OriginUniversity of Southern Queensland
Book TitleIncorporating sustainable practice in mechanics and structures of materials
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Zhuge, Yan and Yeap, Kai. 2009. "Debonding characteristics of masonry structures retrofitted with FRP." 17th Annual International Conference on Composites or Nano Engineering ICCE17. Honolulu, Hawaii, USA 26 Jul - 01 Aug 2009
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Thorpe, David and Zhuge, Yan. 2010. "Advantages and disadvantages in using permeable concrete as a pavement construction material." Egbu, Charles and Lou, Eric (ed.) ARCOM 2010: 26th Annual Conference of the Association of Researchers in Construction Management. Leeds, United Kingdom 06 - 08 Sep 2010 Reading, UK.
FRP-retrofitted URM walls under in-plane shear: review and assessment of available models
Zhuge, Y.. 2010. "FRP-retrofitted URM walls under in-plane shear: review and assessment of available models." Journal of Composites for Construction. 14 (6), pp. 743-753. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000135
Development of environmentally friendly and structural enhanced permeable concrete pavement material
Zhuge, Yan and Lian, Chunqi. 2009. "Development of environmentally friendly and structural enhanced permeable concrete pavement material." Thorpe, David, Zhuge, Yan and Rogers-Clark, Peter (ed.) 2009 Southern Region Engineering Conference (SREC 2009). Springfield, Australia 17 - 18 Oct 2009 Brisbane, Australia.
Modelling pervious concrete under compression loading: a discrete element approach
Lian, C., Zhuge, Y. and Beecham, S.. 2011. "Modelling pervious concrete under compression loading: a discrete element approach." Advanced Materials Research. 168-170, pp. 1590-1600. https://doi.org/10.4028/www.scientific.net/AMR.168-170.1590
Optimum mix design of enhanced permeable concrete: an experimental investigation
Lian, C. and Zhuge, Y.. 2010. "Optimum mix design of enhanced permeable concrete: an experimental investigation." Construction and Building Materials. 24 (12), pp. 2664-2671. https://doi.org/10.1016/j.conbuildmat.2010.04.057
Investigation of the effect of aggregate on the performance of permeable concrete
Lian, Chunqi and Zhuge, Yan. 2009. "Investigation of the effect of aggregate on the performance of permeable concrete." Ghafoori, Nader (ed.) Challenges, opportunities, and solutions in structural engineering and construction. Leiden, Netherlands. Taylor & Francis (CRC Press) / Balkema. pp. 505-510
Investigation of frequency characteristics of GFRP/phenolic sandwich beams
Awad, Ziad K., Aravinthan, Thiru, Zhuge, Yan and Gonzalez, Felipe. 2010. "Investigation of frequency characteristics of GFRP/phenolic sandwich beams." Goh, Steven C. and Wang, Hao (ed.) 2010 Southern Region Engineering Conference (SREC 2010). Toowoomba, Australia 11 - 12 Nov 2010 Toowoomba, Australia.
Cost optimum design of structural fibre composite sandwich panel for flooring applications
Awad, Ziad K., Aravinthan, Thiru and Zhuge, Yan. 2011. "Cost optimum design of structural fibre composite sandwich panel for flooring applications." Ye, Lieping, Feng, Peng and Yue, Qingrui (ed.) 5th International Conference on FRP Composites in Civil Engineering (CICE 2010). Beijing, China 27 - 29 Sep 2010 Beijing, China.
Modelling of URM walls retrofitted with cable: a comparison between a basic mechanical model and distinct element method
Zhuge, Yan and Chuang, Shihwei. 2006. "Modelling of URM walls retrofitted with cable: a comparison between a basic mechanical model and distinct element method." Transactions of the Tianjin University. 12 (Supplement), pp. 171-176.
Distinct element modelling of unreinforced masonry wall under seismic loads with and without cable retrofitting
Zhuge, Yan. 2008. "Distinct element modelling of unreinforced masonry wall under seismic loads with and without cable retrofitting." Transactions of the Tianjin University. 14 (Supplement), pp. 471-475. https://doi.org/10.1007/s12209-008-0080-0
Numerical simulation of masonry shear panels with distinct element approach
Zhuge, Yan and Hunt, Suzanne P.. 2003. "Numerical simulation of masonry shear panels with distinct element approach ." Structural Engineering and Mechanics. 15 (4), pp. 477-493.
Experimental capacity assessment of cold-formed boxed stud and C stud wall systems used in Australian residential construction
Pham, Maria M., Mills, Julie E. and Zhuge, Yan. 2006. "Experimental capacity assessment of cold-formed boxed stud and C stud wall systems used in Australian residential construction." Journal of Structural Engineering. 132 (4), pp. 631-635. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:4(631)
Seismic retrofitting of unreinforced masonry buildings - a literature review
Zhuge, Y. and Chuang, S. W.. 2005. "Seismic retrofitting of unreinforced masonry buildings - a literature review." Australian Journal of Structural Engineering. 6 (1), pp. 25-36.
Finite element analysis of fibre composite sandwich panel
Awad, Ziad K., Aravinthan, Thiru and Zhuge, Yan. 2009. "Finite element analysis of fibre composite sandwich panel." Thorpe, David, Zhuge, Yan and Rogers-Clark, Peter (ed.) 2009 Southern Region Engineering Conference (SREC 2009). Springfield, Australia 17 - 18 Oct 2009 Brisbane, Australia.