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

Jedkareh, O.; Gholi Zad, A.

doi:10.2478/jaes-2019-0010

Abstract

Reinforcement of concrete components using FRP is one of the new strengthening methods that replaces old methods such as steel or concrete reinforcement. In spite of the extensive research on numerical analysis (limited components) of the behavior of components of reinforced concrete, few studies have been done on components of prestress concrete and its components limited modelling. In this study, using the Abaqus software, the behavior of four samples of concrete beams under periodic load, including original, prestress, reinforced with FRP sheets and influenced by both prestress and reinforced with FRP sheets (mix beam) was modelled. Prestress in structural fatigue showed that in both loading and unloading conditions, the prestress beam is more strength than the original beam.

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, 47-63.10.1016/j.finel.2014.09.007
Search in Google Scholar Back to article
Alampalli, S. & Lund, R., 2010. Estimating Fatigue Life of Bridge Components Using Measured Strains. Journal of Bridge Engineering, 11(6), pp. 725–736.10.1061/(ASCE)1084-0702(2006)11:6(725)
Search in Google Scholar Back to article
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.
Search in Google Scholar Back to article
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), 04015043.10.1061/(ASCE)BE.1943-5592.0000807
Search in Google Scholar Back to article
Dai, L., Wang, L., Zhang, J., & Zhang, X., 2016. A global model for corrosion-induced cracking in prestressed concrete structures. Engineering Failure Analysis, 62, 263-275.10.1016/j.engfailanal.2016.01.013
Search in Google Scholar Back to article
Dewit, N. (2012). A Composite Structural Steel and Prestressed Concrete Beam for Building Floor Systems.
Search in Google Scholar Back to article
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. 639.10.14359/14659
Search in Google Scholar Back to article
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, 16-27.10.1016/j.conbuildmat.2015.03.073
Search in Google Scholar Back to article
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), 319-334.10.1177/1369433217717119
Search in Google Scholar Back to article
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. 673-683.10.1139/l01-031
Search in Google Scholar Back to article
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), 04014114.10.1061/(ASCE)ST.1943-541X.0001058
Search in Google Scholar Back to article
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. 1468-1474.10.1016/j.compositesb.2011.08.042
Search in Google Scholar Back to article
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).
Search in Google Scholar Back to article
Wolanski, A. J., 2004. Flexural behavior of reinforced and prestressed concrete beams using finite element analysis (Doctoral dissertation), marquette university, milwaukee, Wisconsin.
Search in Google Scholar Back to article
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).
Search in Google Scholar Back to article

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

Abstract

Paradigm

My account