Investigation of Fatigue Damage in General, Prestress, and Concrete Beam Reinforced with FRP Sheets and Concrete Beam Influenced By Mix Beam Under Periodic Load in Linear and Nonlinear Phase
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References
- Abdelatif, A. O., Owen, J. S., & Hussein, M. F. (2015). Modelling the prestress transfer in pre-tensioned concrete elements. Finite Elements in Analysis and Design, 94, 47-63.
- Alampalli, S. & Lund, R., 2010. Estimating Fatigue Life of Bridge Components Using Measured Strains. Journal of Bridge Engineering, 11(6), pp. 725–736.
- Balaguru, P., Nanni, A. & Giancaspro, J., 2014. FRP composites for reinforced and prestressed concrete structures: A guide to fundamentals and design for repair and retrofit. CRC Press.
- Bu, Z. Y., Ou, Y. C., Song, J. W., Zhang, N. S., & Lee, G. C. (2015). Cyclic loading test of unbonded and bonded posttensioned precast segmental bridge columns with circular section. Journal of Bridge Engineering, 21(2), 04015043.
- Dai, L., Wang, L., Zhang, J., & Zhang, X., 2016. A global model for corrosion-induced cracking in prestressed concrete structures. Engineering Failure Analysis, 62, 263-275.
- Dewit, N. (2012). A Composite Structural Steel and Prestressed Concrete Beam for Building Floor Systems.
- Di Ludovico, M., Nanni, A., Prota, A., & Cosenza, E., 2005. Repair of bridge girders with composites: Experimental and analytical validation. ACI Structural Journal, 102(5), p. 639.
- Huang, L., Xu, L., Chi, Y., & Xu, H., 2015. Experimental investigation on the seismic performance of steel–polypropylene hybrid fiber reinforced concrete columns. Construction and Building Materials, 87, 16-27.
- Li, C., Hao, H., Zhang, X., & Bi, K., 2018. Experimental study of precast segmental columns with unbonded tendons under cyclic loading. Advances in Structural Engineering, 21(3), 319-334.
- Maes, M. A., Wei, X., & Dilger, W. H., 2001. Fatigue reliability of deteriorating prestressed concrete bridges due to stress corrosion cracking. Canadian Journal of Civil Engineering, 28(4), pp. 673-683.
- Martí, J. V., Yepes, V., & González-Vidosa, F., 2014. Memetic algorithm approach to designing precast-prestressed concrete road bridges with steel fiber reinforcement. Journal of Structural Engineering, 141(2), 04014114.
- Nardone, F., Di Ludovico, M., y Basalo, F. J. D. C., Prota, A., & Nanni, A., 2012. Tensile behavior of epoxy based FRP composites under extreme service conditions. Composites Part B: Engineering, 43(3), pp. 1468-1474.
- Wada, A., Sakata, H., Nakano, K., Matsuzaki, Y., Tanabe, K., & Machida, S., 2006. Study on Damage Controlled Precast-Prestressed Concrete Structure with P/C MILD-PRESSJOINT–Part 1: Overview of P/C Mild-Press-Joint Building Construction and its Practical Applications. In Proceedings of the 2nd FIB Congress (Vol. 400).
- Wolanski, A. J., 2004. Flexural behavior of reinforced and prestressed concrete beams using finite element analysis (Doctoral dissertation), marquette university, milwaukee, Wisconsin.
- Zia, P., Kowalsky, M. J., Ellen, G. C., & Longo, S. E., 2002. Fatigue performance of large-sized long-span prestressed concrete girders impaired by transverse cracks (No. FHWA/NC/2002-24).
DOI: https://doi.org/10.2478/jaes-2019-0010 | Journal eISSN: 2284-7197
Language: English
Page range: 81 - 86
Submitted on: Mar 5, 2019
Accepted on: Apr 11, 2019
Published on: Jul 25, 2019
Published by: University of Oradea, Civil Engineering and Architecture Faculty
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
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© 2019 O. Jedkareh, A. Gholi Zad, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.