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http://dx.doi.org/10.12989/scs.2020.37.5.605

Experimental study on shear behaviors of Partial Precast Steel Reinforced Concrete beams  

Yang, Yong (School of Civil Engineering, Xi'an University of Architecture & Technology)
Li, Hui (School of Civil Engineering, Xi'an University of Architecture & Technology)
Publication Information
Steel and Composite Structures / v.37, no.5, 2020 , pp. 605-620 More about this Journal
Abstract
An innovative Partially Precast Steel Reinforced Concrete (PPSRC) beam is presented in this paper. To study the shear behavior of PPSRC beams, static loading experiments were conducted on 10 specimens, including 4 T-beam specimens and 4 PPSRC inverted T-beam specimens together with 2 PPSRC rectangular section beams. In the tests, the shear behaviors of the PPSRC beams were emphasized. On the basis of the experiments, the failure mode and ultimate bearing capacity were thoroughly examined. The calculation methods for shear capacity are also presented in this paper. The analysis of mechanical behavior and the calculation methods presented can be used as a reference to design these innovative composite PPSRC beams and provide a significant foundation for further research.
Keywords
steel reinforced concrete structure; PPSRC beams; shear behavior; shear capacity; experimental study;
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1 Hajjar, J.F. (2002), "Composite steel and concrete structural systems for seismic engineering", J. Constr. Steel Res., 58(5), 703-723. https://doi.org/10.1016/S0143-974X(01)00093-1.   DOI
2 Han, L., Li, W. and Bjorhovde, R. (2014), "Developments and advanced applications of concrete filled steel tubular (CFST) structures: Members", J. Constr. Steel Res., 100, 211-228. https://doi.org/10.1016/j.jcsr.2014.04.016.   DOI
3 Hong, W.K., Kim, J.M. and Park, S.C., Lee, H.C., Kim, S.I, Lee, S.G. and Yoon, K.J. (2008b), "Composite beam composed of steel and precast concrete. (Modularized Hybrid System, MHS) Part II: analytical investigation", Struct. Des. Tall Spec. Build., 18 (8), 891-905. https://doi.org/10.1002/tal.507.   DOI
4 Hong, W.K., Park, S.C. and Kim, J.M., Kim, S.I., Lee, S.G. and Yoon, K.J. (2008a), "Composite beam composed of steel and precast concrete (Modularized Hybrid System, MHS). Part I: experimental investigation", Struct. Des. Tall Spec. Build., 19 (3), 275-289. https://doi.org/10.1002/tal.507.   DOI
5 JGJ 138-2016 (2016), Code for Design of Composite Structures, China building industry press, Beijing, China.
6 Ji, W. (1999), "Parctical calculating method of shear strength on diagonal section for concrete T beams", J. Northern Jiaotong University, 23(4), 26-28. (in Chinese)   DOI
7 Johnson, R.P. (2004), "Composite Structures of Steel and Concrete: Beams, Slabs, Columns, and Frames for Buildings", Blackwell Pub.
8 Leon, R.T. (2008), "Composite Construction in Steel and Concrete", Proceedings of the 2008 Composite Construction in Steel and Concrete Conference, Tabernash, Colorado.
9 Liang, Q.Q., Xie, Y.M. and Steven, G.P. (2000), "Topology optimization of strut-and-tie models in reinforced concrete structures using an evolutionary procedure", ACI Struct. J., 97(2), 322-330.
10 Lu, W.Y. (2006), "Shear strength prediction for steel reinforced concrete deep beams", J. Constr. Steel Res., 62, 933-942.   DOI
11 Ryu, S.H. (2010), "Study on behavior of T-section modular composite profiled beams", Steel Compos. Struct., 10(5), 457-473. https://doi.org/10.12989/scs.2010.10.5.457.   DOI
12 Morsch, E. (1908), Der Eisenbetonbau, seine Theorie und Anwendung, third edition, Verlag von Konrad Wittwer, Hamburg, Germany.
13 Rahal, K.N. and Collins, M.P. (1999), "Background to the general method of shear design in the 1994 CSA-A23.3 standard", Can. J. Civil Eng., 26, 827-839. https://doi.org/10.1139/l99-050.   DOI
14 Ritter, W. (1899), "Die Bauweise Hennebique", Schweizerische Bauzeitung, 33(7), 41-61.
15 Tong, L., Xiao, S. and He, L., Zhang, Y. and Zhao, X.L. (2018), "Fatigue behavior of steel reinforced concrete (SRC) beams with different shear span-to-depth ratios", Eng. Struct., 166, 339-353. https://doi.org/10.1016/j.engstruct.2018.03.071.   DOI
16 Tao, J., Zuoqiao, Z. and Jianlan, Z. (2001), "A new softened truss model for Reinforced concrete", J. Build. Struct., 22(1), 69-75. (in Chinese)
17 Tesser, L. and Scotta, R. (2013), "Flexural and shear capacity of composite steel truss and concrete beams with inferior precast concrete base", Eng. Struct., 49(4), 2013, 135-145. https://doi.org/10.1016/j.engstruct.2012.11.004.   DOI
18 Tong, L., Liu, B. and Xian, Q. and Zhao, X.L. (2016), "Experimental study on fatigue behavior of Steel Reinforced Concrete (SRC) beams", Eng. Struct., 123, 247-262. https://doi.org/10.1016/j.engstruct.2016.05.052.   DOI
19 Uy, B. and Bradford, M.A. (1995a), "Ductility of profiled composite beams. Part I: experimental study", J. Struct. Eng., 121(5), 876-882. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:5(876).   DOI
20 Uy, B. and Bradford, M.A. (1995b), "Ductility of profiled composite beams. Part II: analytical study", J. Struct. Eng., 121 (5), 883-889.   DOI
21 Vecchio, F.J. and Collins, M.P. (1986), "The modified compression field theory for reinforced concrete elements subjected to shear", ACI J. Proceedings, 83(2), 219-231. https://doi.org/10.14359/10416.   DOI
22 Xiong, X., Yao, G. and Su, X. (2018), "Experimental and numerical studies on seismic behavior of bonded and unbonded prestressed steel reinforced concrete frame beam", Eng. Struct., 167, 567-581. https://doi.org/10.1016/j.engstruct.2018.04.024.   DOI
23 Yao, D., Jia, J. and Wu, F. and Yu, F. (2014), "Shear performance of prestressed ultra high strength concrete encased steel beams", Constr. Build. Mater., 52, 194-201. https://doi.org/10.1016/j.conbuildmat.2013.11.006.   DOI
24 Xu, C., Cao, P. and Wu, K., Lin, s. Yang, D. (2019), "Experimental investigation of the behavior composite steel-concrete composite beams containing different amounts of steel fibres and conventional reinforcement", Constr. Build. Mater., 202, 23-36. https://doi.org/10.1016/j.conbuildmat.2019.01.026.   DOI
25 Xu, K., Huo, M. and Chen, L. (1991), "The softening truss theory and an experimental study of RC/PC beams", J. China Railway Society, (13), 88-96. (in Chinese)
26 Xu, S., Wu, C. and Liu, Z., Han, K., Su, Y., Zhao, J. and Li, J. (2017), "Experimental investigation of seismic behavior of ultra-high performance steel fiber reinforced concrete columns", Eng. Struct., 152, 129-148. https://doi.org/10.1016/j.engstruct.2017.09.007.   DOI
27 YB 9082-2006 (2006), Technical Regulations of Steel-Reinforced Concrete Structures, Metallurgical industry press, Beijing, China.
28 Zhao, Y., Zhou, X. and Yang, Y., Liu, J. and Chen, Y.F. (2019), "Shear behavior of a novel cold-formed U-shaped steel and concrete composite beam", Eng. Struct., 200, 1-11. https://doi.org/10.1016/j.engstruct.2019.109745.   DOI
29 Zhang, N., Fu, C.C. and Chen, L. and He, L. (2016), "Experimental studies of reinforced concrete beams using embedded steel trusses", ACI Struct. J., 113(4), 701-710. https://doi.org/10.14359/51688616.   DOI
30 Zhao, H. (2001), Steel-concrete Composite Structure, Science press, China.
31 Zhu, B.F. (2012), Introduction of the Prefabricated Structures, China Architecture and Building Press, Beijing, China. (in Chinese).
32 Dong, S., Yu, W. and Shang, X. (1998), "Stirup stress of reinforced concrete", J. Jilin Archtect. Civil Eng. Inst.: Overseas Construction Version, 2, 5-14. (in Chinese)
33 ACI Committee 318 (2005), Building code requirements for reinforced concrete (ACI318-05) and commentary (ACI318R-05), American Concrete Institute (ACI), Detroit, Mich.
34 Ahn, H.J. and Ryu, S.H. (2007), "Experimental study on flexural strength of modular composite profile beams", Steel Compos. Struct., 7(1), 71-85. https://doi.org/10.12989/scs.2007.7.1.071.   DOI
35 Belarbi, A. and Hsu, T.T.C. (1994), "Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete", ACI Struct. J., 91(4), 465-474.
36 Belarbi, A. and Hsu, T.T.C. (1995), "Constitutive laws of softened concrete in biaxial tension-compression", ACI Struct. J., 92(5), 562-573.
37 Chen, C.C., Lin, K.T. and Chen, Y.J. (2018), "Behavior and shear strength of steel shape reinforced concrete deep beams", Eng. Struct., 175, 425-435. https://doi.org/10.1016/j.engstruct.2018.08.045.   DOI
38 Colajanni, P., La Mendola, L. and Monaco, A. (2014), "Stress Transfer Mechanism Investigation in Hybrid Steel Trussed-Concrete Beams by Push-Out Tests", J. Constr. Steel Res., 95(4), 56-70. https://doi.org/10.1016/j.jcsr.2013.11.025.   DOI
39 CSA (1994), Design of concrete structures for buildings, Standard CAN/CSA A23.3-94, Canadian Standards Association, Rexdale, Ont.
40 GB/T 11263-2017 (2017), Hot rolled H and cut T section steel, China Standard Press, Beijing, China.
41 Guo, Z. and Shi, X. (2003), Theory and analysis of reinforced concrete, Tsinghua university press, Beijing, China.
42 Guyi, K. (1988), "Development of truss model theory applying to reinforced concrete members subject to shear and torsion", J. Build. Struct., 9(6), 39-46. (in Chinese)