Shear behaviour of recycled aggregate concrete beams with and without shear reinforcement
作者： Ivan S. Ignjatović , Snežana B. Marinković , Nikola Tošić
DOI: 10.1016/J.ENGSTRUCT.2017.03.026
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摘要: Abstract An experimental study of the shear behaviour recycled aggregate concrete (RAC) beams with and without reinforcement is presented. Nine full-scale simply supported were loaded in four-point bending tests until failure. Three different replacement ratios coarse natural (0%, 50% 100%), three 0.14% 0.19%) main parameters. All concretes (NAC) designed experimentally verified to have similar compressive strength workability. It was found that 100% very corresponding beams. The applicability code provisions for predictions RAC tested by comparison test results obtained on 85 beams, 58 27 NAC RAC50 RAC100 conservatively predicted analyzed codes reliability as strength. At this state-of-knowledge, application codes’ can be recommended both
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sci-hub.se 参考文章(31)
Xuping Li, Recycling and reuse of waste concrete in China: Part II. Structural behaviour of recycled aggregate concrete and engineering applications Resources Conservation and Recycling. ,vol. 53, pp. 107- 112 ,(2009) , 10.1016/J.RESCONREC.2008.11.005
Snežana B. Marinković, Ivan S. Ignjatović, Vlastimir S. Radonjanin, Mirjana M. Malešev, Recycled Aggregate Concrete for Structural Use – An Overview of Technologies, Properties and Applications Springer, Dordrecht. pp. 115- 130 ,(2012) , 10.1007/978-94-007-1997-2_7
R.V. Silva, R. Neves, J. de Brito, R.K. Dhir, Carbonation behaviour of recycled aggregate concrete Cement & Concrete Composites. ,vol. 62, pp. 22- 32 ,(2015) , 10.1016/J.CEMCONCOMP.2015.04.017
H D Yun, B C Han, S Y Chung, Shear Capacity of Reinforced Concrete Beams Made with Recycled-Aggregate Fifth CANMET/ACI International Conference on Recent Advances in Concrete TechnologyCanada Centre for Mineral and Energy Technology (CANMET) of Natural Resources Canada, American Concrete Institute. ,vol. 200, pp. 503- 516 ,(2001) , 10.14359/10598
David Darwin, Charles W. Dolan, Arthur H. Nilson, Design of concrete structures ,(1978)
Shear Strength of Members without Transverse Reinforcement as Function of Critical Shear Crack Width Aci Structural Journal. ,vol. 105, pp. 163- 172 ,(2008) , 10.14359/19731
M. Etxeberria, E. Vázquez, A. Marí, M. Barra, Influence of Amount of Recycled Coarse Aggregates and Production Process on Properties of Recycled Aggregate Concrete Cement and Concrete Research. ,vol. 37, pp. 735- 742 ,(2007) , 10.1016/J.CEMCONRES.2007.02.002
Adam M. Knaack, Yahya C. Kurama, Behavior of Reinforced Concrete Beams with Recycled Concrete Coarse Aggregates Journal of Structural Engineering-asce. ,vol. 141, ,(2015) , 10.1061/(ASCE)ST.1943-541X.0001118
Evan C Bentz, Michael P Collins, Development of the 2004 Canadian Standards Association (CSA) A23.3 shear provisions for reinforced concrete Canadian Journal of Civil Engineering. ,vol. 33, pp. 521- 534 ,(2006) , 10.1139/L06-005
Xuping Li, Recycling and reuse of waste concrete in China: Part I. Material behaviour of recycled aggregate concrete Resources Conservation and Recycling. ,vol. 53, pp. 36- 44 ,(2008) , 10.1016/J.RESCONREC.2008.09.006