DEFORMATION OF FIBER-REINFORCED CONCRETE BENDING ELEMENTS UNDER DYNAMIC LOAD
Abstract
The paper presents the experimental analysis of reinforced concrete elements having steel fiber reinforcement in compression zone and high-tensile reinforcement in tensile zone under the dynamic load. The new experimental data are obtained for the processes of resistance of fiber-reinforced concrete elements having a mixed reinforcement, deformation, crack propagation, and failure of such constructions under the intensive dynamic load. Prerequisites and the design technique for fiber-reinforced steel bending elements are presented herein in terms of the dynamic load.
About the Author
DMITRII G. Utkin
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
References
1. Kumpyak O.G., Kopanitsa D.G. Prochnost' i deformativnost' zhelezobetonnyh sooruzhenij pri kratkovremennom dinamicheskom nagruzhenii [Strength and deformation of ferro-concrete constructions at dynamic load]. Northampton; Tomsk, 2002. 334 p. (rus)
2. Plevkov V.S., Utkin D.G. Prochnost' zhelezobetonnyh elementov s armirovaniem iz stal'noi fibry pri kratkovremennom dinamicheskom nagruzhenii [Strength of ferro-concrete fiberreinforced steel elements under dynamic load]. Seismostoikoe stroitel'stvo. Bezopasnost' sooruzhenii, 2014, No. 5. Pp. 38–44. (rus)
3. Plevkov V.S., Utkin D.G. Rabota izgibaemyh i szhato-izognutyh stalefibrozhelezobetonnyh elementov pri kratkovremennom dinamicheskom nagruzhenii [Behavior of bending and beam columns steel fiber-reinforced concrete elements under dynamic load]. Proc. Int. Conf. ‘Fracture Mechanics of Construction Materials and Structures’, 2014. Pp. 237–244. (rus)
4. Morozov V.I., Hegai A.O. Issledovania fibrozhelezobetonnyh kolonn s vysokoprochnoi armaturoi [Research of fiber-reinforced steel concrete columns with high-tensile reinforcement]. Vestnik grazhdanskikh ingenerov. 2011. No. 3. Pp. 34–37. (rus)
5. Morozov V.I. Raschet izgibaemyh elementov s vysokoprochnoi armaturoj s fibrovym armirovaniem rastjanutyh zon [Bending element design having fiber-reinforcement in tensile zones]. J. Industrial and Civil Engineering. 2007. No. 2. Pp. 36–39. (rus)
6. Korsun V.I., Korsun A.V., Mashtaler S.N. Vliyanie kosvennogo i fibrovogo armirovanija na prochnost' i deformacii jelementov iz vysokoprochnogo modificirovannogo betona [Indirect and fiber-reinforcement vs. durability and deformation of modified-concrete elements]. Proc. Int. Conf. ‘Fracture Mechanics of Construction Materials and Structures’, 2014. Pp. 132–138. (rus) 7. Popov N.N., Rastorguev B.S. Dinamicheskii raschet zhelezobetonnykh konstruktsii [Dynamic analysis of ferroconcrete elements]. Мoscow: Stroyizdat, 1974. 207 p. (rus)
7. Popov N.N., Rastorguev B.S. Voprosy rascheta i konstruirovaniya spetsial'nykh sooruzhenii [Design of specific constructions]. Мoscow : Stroyizdat, 1980. 189 p. (rus)
8. Bazhenov Yu.M. Beton pri dinamicheskom nagruzhenii [Concrete under dynamic load]. Мoscow: Stroyizdat, 1970. 270 p. (rus)
9. Grigor'ev V.I. O koeffitsiente dinamicheskogo uprochneniya stalefibrobetona pri rastyazhenii [Dynamic strengthening factor of fiber-reinforced steel concrete under tensile load]. Issledovanie i raschet prostranstvennykh konstruktsii grazhdanskikh zdanii. Coll. Papers. 1985. Pp. 95–99. (rus
10. Rabinovich F.N. Kompozity na osnove dispersno armirovannykh betonov. Voprosy teorii i proektirovaniya, tekhnologiya, konstruktsii [Fiber-reinforced concrete composites. Problems of theory design, and technology]. Мoscow: ASV Publ., 2004. 560 p. (rus)
11. Utkin D.G. Eksperimental'nye issledovaniya szhato-izognutykh zhelezobetonnykh elementov s zonnym armirovaniem iz stal'noi fibry pri kratkovremennom dinamicheskom nagruzhenii [Experimental research of ferroconcrete beam columns with fiber-reinforcement from under dynamic load]. Vestnik TSUAB. 2008. No. 3. Pp. 156–164. (rus)
Review
For citations:
Utkin D.G. DEFORMATION OF FIBER-REINFORCED CONCRETE BENDING ELEMENTS UNDER DYNAMIC LOAD. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2015;(5):80-89. (In Russ.)
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