Finite Element Analysis of A Strengthened Beam Deliberating Elastically Isotropic And Orthotropic Cfrp Material

  • K. Ghaedi
  • Z. Ibrahim
  • A. Javanmardi
  • M. Jameel
  • U. Hanif
  • S. K. Rehman
  • M. Gordan

Abstract

Using appropriate material properties for analyzing different models in academic and commercially available
finite element software is one of the main concerns for design engineers and researchers. This paper demonstrates the
importance of using appropriate material properties for the models to be considered by engineers during finite element
modelling. Two reinforced concrete (RC) beams strengthened with Carbon Fiber Reinforced Polymer (CFRP) strips are
investigated, considering the CFRP elements as elastically isotropic and orthotropic materials. To show the significance of
the selective material properties, all properties of the models are chosen to be exactly the same for the two beams except for
the CFRP strip. To validate the study, an RC beam is tested experimentally and the numerical results are compared to the
experimental test. The results show that CFRP with isotropic or orthotropic properties has no significant influence on beam
responses such as stresses, displacements and damage response under applied loadings.

References

Ghaedi K, Hejazi F, Ibrahim Z, Khanzaei P (2017). Flexible foundation effect on seismic analysis of Roller Compacted Concrete (RCC) dams using finite element method. KSCE Journal of Civil Engineering, 22(4), 1275-1287.

https://doi.org/10.1007/s12205-017-1088-6

Ghaedi K, Javanmardi A, Gordan M, et al (2015). Application of 2d and 3d finite element modelling of gravity dams. In: The 3rd National Graduate Conference (NatGrad2015), Universiti Tenaga Nasional, Putrajaya Campus. 8-9

Ghaedi K, Jameel M, Ibrahim Z, Khanzaei P (2016). Seismic analysis of Roller Compacted Concrete (RCC) dams considering effect of sizes and shapes of galleries. KSCE Journal of Civil Engineering, 20(1), 261-272.

https://doi.org/10.1007/s12205-015-0538-2

Khanzaei P, Abdulrazeg A a., Samali B, Ghaedi K (2015). Thermal and Structural Response of RCC Dams During Their Service Life. Journal of Therm Stress, 38(6), 591-609.

https://doi.org/10.1080/01495739.2015.1015862

Hanif MU, Ibrahim Z, Jameel M, et al (2016). A new approach to estimate damage in concrete beams using non-linearity. Construction and Building Materials, 124(6), 1081-1089.

https://doi.org/10.1016/j.conbuildmat.2016.08.139

Almassri B, Mahmoud FAL, Francois R (2015). Behaviour of corroded Reinforced Concrete beams repaired with NSM CFRP rods, Experimental and Finite Element Study. Composites Part B: Engineering. 92, 477-488.

https://doi.org/10.1016/j.compositesb.2015.01.022

Kang J, Park Y, Park J, et al (2005). Analytical Evaluation of RC Beams Strengthened with Near Surface Mounted CFRP Laminates. International Concrete Abstracts Portal, 230, 779-794.

Hawileh RA (2012). Nonlinear finite element modeling of RC beams strengthened with NSM FRP rods. Construction and Building Materials. 27(1), 461-471.

https://doi.org/10.1016/j.conbuildmat.2011.07.018

Yu T, Teng JG (2010). Finite element modeling of confined concrete- I : Drucker - Prager type plasticity model. Engineering Structures. 32(3), 665-679.

https://doi.org/10.1016/j.engstruct.2009.11.014

Kaya M, Arslan AS (2009). Analytical modeling of post-tensioned precast beam-to-column connections. Materials & Design, 30(9), 3802-3811.

https://doi.org/10.1016/j.matdes.2009.01.033

Obaidat YT, Heydena S, Dahlbloma O, Abu-Farsakhb G, Abdel-Jawad Y (2011). Retrofitting of reinforced concrete beams using composite laminates. Construction and Building Materials, 25(2), 591-597.

https://doi.org/10.1016/j.conbuildmat.2010.06.082

Narmashiri K, Sulong NHR, Zamin M (2012). Failure analysis and structural behaviour of CFRP strengthened steel I-beams. Construction and Building Materials. 30,1-9.

https://doi.org/10.1016/j.conbuildmat.2011.11.009

Ghafoori E, Motavalli M (2015). Lateral-torsional buckling of steel I-beams retrofitted by bonded and un-bonded CFRP laminates with different pre-stress levels : Experimental and numerical study. Construction and Building Materials, 76,194-206.

https://doi.org/10.1016/j.conbuildmat.2014.11.070

Fernando D (2012). Finite element analysis of debonding failures in CFRP-strengthened rectangular steel tubes subjected to an end bearing load. In: 6th International Conference on FRP Composites in Civil Engineering, pp 1-8

Heshmati M, Haghani R, Al-emrani M (2014). Design of FRP / steel Joints Bonded by Thick Adhesive Layers Experimental charachterization and numerical modelling using damage mechanics. In: The Second International Conference on Advances in Civil and Structural Engineering, CSE 2, At Kuala Lumpur, Malaysia. pp 2-6

Teng JG, Huang YL, Lam L YL (2007). Theoretical model for fiber reinforced polymer-confined concrete. Journal of Composites for Construction, 11(2), 201-10.

https://doi.org/10.1061/(ASCE)1090-0268(2007)11:2(201)

Camata, G., Spacone, E. and Zarnic R (2007). Experimental and nonlinear finite element studies of RC beams strengthened with FRP plates. Composites Part B: Engineering, 38(2), 277-288

https://doi.org/10.1016/j.compositesb.2005.12.003

Hu, H.T., Lin, F.-M. and Jan YY (2006). Nonlinear finite element analysis of reinforced concrete beams strengthened by fiber-reinforced plastics. Composite Structures, 63(3-4), 271-281.

https://doi.org/10.1016/S0263-8223(03)00174-0

Ghaedi K, Jameel M, Ibrahim Z, Khanzaei P (2016). Seismic analysis of roller compacted concrete (RCC) dams considering effect of sizes and shapes of galleries. KSCE Journal of Civil Engineering, 20(1), 261-272.

https://doi.org/10.1007/s12205-015-0538-2

Javanmardi A, Ibrahim Z, Ghaedi K, et al (2018). Seismic isolation retrofitting solution for an existing steel cable-stayed bridge. PLoS One 13:e0200482.

https://doi.org/10.1371/journal.pone.0200482

Ghaedi K, Ibrahim Z, Jameel M, et al (2018). Seismic Response Analysis of Fully Base-Isolated Adjacent Buildings with Segregated Foundations. Advances in Civil Engineering, 2018, 1-21.

https://doi.org/10.1155/2018/4517940

Hanif MU, Ibrahim Z, Ghaedi K, et al (2018). Finite Element Simulation of Damage In RC Beams. Journal of Civil Engineering, Science and Technology, 9(1), 50-57.

https://doi.org/10.33736/jcest.883.2018

Ghaedi K, Ibrahim Z, Adeli H, Javanmardi A (2017). Invited Review: Recent developments in vibration control of building and bridge structures. Journal of Vibroengineering, 19(5), 3564-3580.

https://doi.org/10.21595/jve.2017.18900

Gordan M, Razak HA, Z. Ismail, Ghaedi K (2017). Recent developments in damage identification of structures using data mining. Latin American Journal of Solids and Structures, 14(13), 2373-2401.

https://doi.org/10.1590/1679-78254378

Published
2018-10-03
How to Cite
Ghaedi, K., Ibrahim, Z., Javanmardi, A., Jameel, M., Hanif, U., Rehman, S. K., & Gordan, M. (2018). Finite Element Analysis of A Strengthened Beam Deliberating Elastically Isotropic And Orthotropic Cfrp Material. Journal of Civil Engineering, Science and Technology, 9(2), Paper 5. https://doi.org/10.33736/jcest.991.2018