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Journal of Applied Engineering Science
2020, vol. 18, iss. 1, pp. 103-109
article language: English
document type: Original Scientific Paper
published on: 24/03/2020
doi: 10.5937/jaes18-22523
Creative Commons License 4.0
Special aspects of evaluating the cracking resistance of beams with prestressed reinforcement in the program of their bench tests
Pacific National University, Russian Federation

e-mail: 008329@pnu.edu.ru

Abstract

This article provides information on the "Bypass of Khabarovsk city" road and all its associated transport infrastructure facilities. A method for evaluating the crack resistance of beams under bench test conditions is given. Based on the provisions of the theory of bending, expressions are presented for determining stresses for crack resistance.

Keywords

prestressed concrete beam; testing on the ground; crack resistance; relative deformation; stress; bending of the beam

References

Belutskii, I.Y., Sim, A.D. (2018) Concrete bi-modulus analysis in the estimation of stress state of the normal sections of reinforced bending element. IOP Conference Series: Materials Science and Engineering, 463 (042070), pp. 1-5
Belutskii, I.Y., Sim, A.D., Lapin, A.V. (2018) Features of stress strain of beams with stressed reinforcement in the format of bench test. in: Far East: Problems of development of architectural-construction and road-transport complex: Materials of the International scientific-practical conference, Khabarovsk: Publishing House of Pacific National University, vol. 2, ISBN 978-5-7389-2735-5, pp. 214-219
Berdichevskii, G.I., Borisova, V.A. (1969) Crack resistance of prestressed T-beams with wire reinforcement in diagonal bending. Beton i Zhelezobeton, (8), pp. 41-44, https://www.scopus.com/inward/record.uri?eid=2s2.00014554017&partnerID=40&md5=8cdb6a3c550d503bb95c90647bde61c
Hu, Z., Du, R., Sun, L.Z., Wang, S., Wu, F., Xian, D., Yuan, S. (2017) Experimental investigation of post-cracked flexural behavior for PC girder bridges. in: IABSE Conference, Vancouver 2017: Engineering the Future: Report 2017, pp. 64-75
Jiang, Q., Ye, X., Zhang, Y., Chong, X., Huang, X., Liu, G. (2014) Experimental research on cracking resistance of prestressed high-strength reinforced concrete beams. Jianzhu Jiegou Xuebao/Journal of Building Structures, vol. 35, Issue 12, pp. 51-57
Katskhazov, A.P. (1947) Road bridges. Moscow: Dorizdat
Khabarovsk Krai Government The official start of the construction of the highway 'Bypass of Khabarovsk city'. https://khabkrai.ru/events/news/166328/, accessed on 2019-07-09
Kwak, H.-G., Seo, Y.-J. (2002) Numerical analysis of time-dependent behavior of precast prestressed concrete girder bridges. Construction and Building Materials, 16 (1), pp. 49-63
Rabinovich, I.M. (1950) State publishing house of construction literature. in: Construction mechanics course, Moscow, Part 1
Sharipov, R.S. (1988) Cracking resistance of the end sections of prestressed structures during the transmission of compressive forces. Beton i Zhelezobeton, (6), pp. 14-16, https://www.scopus.com/inward/record.uri?eid=2s2.00024028384&partnerID=40&md5=d5adc489818ea22abfa0a92f6ec29513
Toniolo, G., di Prisco, M. (2017) in: Toniolo G. [ed.] Springer tracts in civil engineering, Milan: Springer, pp. 169-262
Volkov, G.F. (1962) The role of the concrete structure and ferrocement. in: Ferrocement and ferrocement constructions, Moscow: Gosstroyizdat
Yarmolinsky, V.A., Kondratenko, T.E. (2018) Prospects for the development of toll roads in the Russian Far East. Transport construction, Issue № 08/2018, pp. 8 -11