Dergiler / Sigma Mühendislik ve Fen Bilimleri Dergisi / 2020 / Cilt: 38 - Sayı: 2

FINITE ELEMENT ANALYSIS OF THE MECHANICAL BEHAVIOR OF REINFORCED CONCRETE (RC) BEAMS STRENGTHENED BY FIBER REINFORCED POLYMERS (FRP)

Sayfa
687–702
Yayın Tarihi
2021-06-01
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

Therefore finite element simulations can be used as a tool for predicting the mechanical behavior of FRP strengthened RC beams.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:The reason for the extensive use of fiber reinforced polymers (FRP) as a reinforcement material in construction elements is due to its advantageous mechanical properties.
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Temel Bulgular & Veri:For this reason, in this study, test results carried out by the Swiss Federal Material Testing and Research Laboratory on FRP strengthened RC beams [7] were compared with results obtained by computer simulation using finite element method.
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Sonuç & Katkı:Therefore finite element simulations can be used as a tool for predicting the mechanical behavior of FRP strengthened RC beams.
🔬Tür:Modelleme & Sayısal Simülasyon
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:FRP · de-bonding behavior · fracture

Abstract

The reason for the extensive use of fiber reinforced polymers (FRP) as a reinforcement material in construction elements is due to its advantageous mechanical properties. The mechanisms underlying the failure of FRP reinforced concrete beams is still a phenomenon in question for researchers. The best means of determining the mechanical behavior of a construction element is usually by laboratory testing. But this process takes a lot of time and is costly. Only a limited number of specimens with certain sizes can be tested and decent experimental equipment and samples may not be easily available. The aim of this study is to develop a finite element model for simulating the behavior of FRP strengthened reinforced concrete (RC) beams reducing the need for experimentation. For this reason, in this study, test results carried out by the Swiss Federal Material Testing and Research Laboratory on FRP strengthened RC beams [7] were compared with results obtained by computer simulation using finite element method. The regions of damage occurrence obtained from the analysis were evaluated and the comparison of the failure load of the simulation with that of the test was made with the load-displacement graphs. The failure loads obtained by the simulations were in good agreement with the test data. Therefore finite element simulations can be used as a tool for predicting the mechanical behavior of FRP strengthened RC beams.

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Bu Makaleye Atıf Yap

GÖKCEN, C., HÖKELEKLİ, E., ERCAN, E., ERKEK, M. (2021). FINITE ELEMENT ANALYSIS OF THE MECHANICAL BEHAVIOR OF REINFORCED CONCRETE (RC) BEAMS STRENGTHENED BY FIBER REINFORCED POLYMERS (FRP). Sigma Mühendislik ve Fen Bilimleri Dergisi, Cilt: 38 - Sayı: 2, 687–702. https://ajindex.com/articles/418945

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Kaynakça (13)

  1. Arduini, M., & Nanni, A., Parametric study of beams with externally bonded FRP reinforcement, ACI Structural Journal, 94(5), 1997, 493-501
  2. Belarbia, A., Acun, B., FRP Systems in Shear Strengthening of Reinforced Concrete Structures, 11th International Conference on Modern Building Materials, Structures and Techniques, Procedia Engineering 57, 2013, 2 – 8
  3. Bizindavyi, L., & Neale, K. W, Transfer lengths and bond strengths for composites bonded to concrete, Journal of Composites for Construction, 3(4), 1999, 153-160
  4. Chajes, M. J., & Finch Jr., W. W., Bond and force transfer of composite material plates bonded to concrete, ACI Structural Journal, 93(2), 1996, 208-217
  5. M. Chellapandian, M., Suriya Prakash, S., Rajagopal, A., Analytical and Finite Element Studies on Hybrid FRP Strengthened RC Column Elements under Axial and Eccentric Compression, Composite Structures, 2017, 09-109 [6] Colombi, P., Fava, G., Poggi, C., End debonding of CFRP wraps and strips for the strengthening of concrete structures, Composite Structures 111, 2014, 510-521
  6. Empa report no. 163712, Nachtragliche Verstarkung von Stahlbetonbalken mit CFK- Lamellen/ Statische Belastungsversuche, 1996
  7. Grace, N. F., Sayed, G. A., Soliman, A. K., & Saleh, K. R., Strengthening reinforced concrete beams using fiber reinforced polymer (FRP) laminates, ACI Structural Journal, 96(5), 1999, 865-875
  8. Hibbitt, Karlsson, Sorensen, & Inc. ABAQUS Theory manual, User manual, Example Manual. Version 6.8. Providence, RI. 2000
  9. Kishi, N., Zhang, G., & Mikami, H., Numerical cracking and debonding analysis of RC beams reinforced with FRP sheets, Journal of Composites for Construction, 9(6), 2005, 507-514
  10. Leung, C. K., Delamination failure in concrete beams retrofitted with a bonded plate, Journal of Materials in Civil Engineering, 13(2), 2001, 106-113
  11. Lu, X. Z., Teng, J. G., Ye, L. P. and Jiang, J. J. Bond-slip models for FRP sheets/plates bonded to concrete, Engineering Structures. 27, 2005, 920-937 [13] Maalej, M., & Bian, Y., Interfacial shear stress concentration in FRP-strengthened beams, Composite Structures, 54(4), 2001, 417-426
  12. Malek, A. M., Saadatmanesh, H., & Ehsani, M. R., Prediction of failure load of R/C beams strenghened with FRP plate due to stress concentration at the plate end, ACI Structural Journal, 95(1), 1998, 142-152
  13. Mukhopadhyaka, P., & Swamy, N., Interface shear stress: a new design criterion for plate debonding, Journal of Compos