Shear strength prediction of concrete-encased steel beams based on compatible truss-arch model |
Xue, Yicong
(School of Civil Engineering, Xi'an University of Architecture & Technology)
Shang, Chongxin (School of Civil Engineering, Xi'an University of Architecture & Technology) Yang, Yong (School of Civil Engineering, Xi'an University of Architecture & Technology) Yu, Yunlong (School of Civil Engineering, Xi'an University of Architecture & Technology) Wang, Zhanjie (New Era (Xi'an) Design Engineering Co., Ltd) |
1 | YB 9082-2006 (2006), Technical Specification of Steel-Reinforced Concrete Structures, Metallurgical Industry Press; Beijing, China. |
2 | Anuntasena, W., Lenwari, A. and Thepchatri, T. (2020), "Axial compression behavior of concrete-encased cellular steel columns", J. Construct. Steel Res., 172, 106220. https://doi.org/10.1016/j.jcsr.2020.106220. DOI |
3 | ASCE/SEI 41-13 (2014), Seismic Evaluation and Retrofit of Existing Buildings (41-13), American Society of Civil Engineers, Reston, VA, U.S.A. |
4 | BS EN 1994-1-1:2004 (2004), Eurocode 4: Design of Composite Steel and Concrete Structures-Part 1-1: General Rules and Rules for Buildings, European Committee for Standardization, Belgium. |
5 | Chen, C., Lin, K. and Chen, Y. (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 |
6 | Deng, M., Ma, F., Ye, W. and Liang, X. (2018), "Investigation of the shear strength of HDC deep beams based on a modified direct strut-and-tie model", Construct. Build. Mater., 172, 340-348. https://doi.org/10.1016/j.conbuildmat.2018.03.274. DOI |
7 | Du, Y., Zhou, H., Jiang, J. and Liew J.Y.R. (2021), "Behaviour of ultra-high strength concrete encased steel columns subject to ISO-834 fire", Steel Compos. Struct., 38(2), 121-139. http://dx.doi.org/10.12989/scs.2021.38.2.121. DOI |
8 | Ichinose, T. (1992), "A shear design equation for ductile R/C members", Earthq. Eng. Struct. Dyn., 21(3), 197-214. https://doi.org/10.1002/eqe.4290210302. DOI |
9 | Lee, C.K., Khan, M.K.I., Zhang, Y.X. and Rana, M.M. (2020), "Engineered cementitious composites (ECC) encased concretesteel composite stub columns under concentric compression", Structures, 24, 386-399. https://doi.org/10.1016/j.istruc.2020.01.023 DOI |
10 | Khan, M.K.I., Lee, C.K. and Zhang, Y.X. (2020), "Numerical modelling of engineered cementitious composites-concrete encased steel composite columns", J. Construct. Steel Res., 170, 106082. https://doi.org/10.1016/j.jcsr.2020.106082. DOI |
11 | Lim, J.J., Kim, J.Y., Kim, J.W. and Eom, T.S. (2021), "Flexural tests of concrete-encased composite girders with high-strength steel angle", J. Construct. Steel Res., 182, 106650. https://doi.org/10.1016/j.jcsr.2021.106650. DOI |
12 | Pan, Z., Li, B. and Lu, Z. (2014), "Effective shear stiffness of diagonally cracked reinforced concrete beams", Eng. Struct., 59, 95-103. https://doi.org/10.1016/j.engstruct.2013.10.023. DOI |
13 | Pereira, M.F., Nardin, S.D. and Debs, A.L.H.C.EI. (2020), "Partially encased composite columns using fiber reinforced concrete: experimental study", Steel Compos. Struct., 34(6), 909-927. http://doi.org/10.12989/scs.2020.34.6.909. DOI |
14 | Jeong, J. and Kim, W. (2014), "Shear resistant mechanism into base components: beam action and arch action in shear-critical RC members", Int. J. Concrete Struct. Mater., 8(1), 1-14. https://doi.org/10.1007/s40069-013-0064-x. DOI |
15 | Wu, C., Pan, Z., Kim, K. and Meng, S. (2017), "Theoretical and experimental study of effective shear stiffness of reinforced ECC columns", Int. J. Concrete Struct. Mater., 11(4), 585-597. https://doi.org/10.1007/s40069-017-0219-2. DOI |
16 | Xu, J., Chen, Z., Xue, J., Chen, Y. and Liu, Z. (2017), "A review of experimental results of steel reinforced recycled aggregate concrete members and structures in China (2010-2016)", Procedia Eng., 210, 109-119. https://doi.org/10.1016/j.proeng.2017.11.055. DOI |
17 | Yao, D., Jia, J., Wu, F. and Yu, F. (2014), "Shear performance of pre-stressed ultra high strength concrete encased steel beams", Construct. Build. Mater., 52, 194-201. http://dx.doi.org/10.1016/j.conbuildmat.2013.11.006. DOI |
18 | Kim, J.H. and Mander, J.B. (2007), "Influence of transverse reinforcement on elastic shear stiffness of cracked concrete elements", Eng. Struct., 29(8), 1798-1807. https://doi.org/10.1016/j.engstruct.2006.10.001. DOI |
19 | Zheng, S., Hu, Y., Che, S., Wang, B. and Tao, Q. (2011), "Experimental study on the shear capacity of SRHSHPC beams", Eng. Mech., 28(3), 129-135. http://dx.doi.org/1000-4750(2011)03-0129-07. DOI |
20 | Thusoo, S., Obara, T., Kono, S and Miyahara K. (2021), "Design models for steel encased high-strength precast concrete piles under axial-flexural loads", Eng. Struct., 228, 111465. https://doi.org/10.1016/j.engstruct.2020.111465. DOI |
21 | Yang, Y., Xue, Y. and Yu, Y. (2019), "Theoretical and experimental study on shear strength of precast steel reinforced concrete beam", Steel Compos. Struct., 32(4), 443-454. http://dx.doi.org/10.12989/scs.2019.32.4.443. DOI |
22 | Yu, Y., Yang, Y., Xue, Y. and Liu, Y. (2020), "Shear behavior and shear capacity prediction of precast concrete-encased steel beams", Steel Compos. Struct., 36(3), 261-272. http://dx.doi.org/10.12989/scs.2020.36.3.261. DOI |
23 | Hwang, S. and Lee, H. (2002), "Strength prediction for discontinuity regions by softened strut-and-tie model", J. Struct. Eng., 128(12), 1519-1526. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:12(1519). DOI |
24 | AISC 360-16 (2016), Specification for Structural Steel Buildings, American Institute of Steel Construction; Chicago, IL, U.S.A. |
25 | AS/NZS 2327:2017 (2017), Composite Structures-Composite Steel-Concrete Construction in Buildings, Sydney, NSW, Australia. |
26 | Chrzanowski, M., Odenbreit, C., Obiala, R., Bogdan, T. and Degee, H. (2021), "Effective bending stiffness of steel-concrete composite columns with multiple encased steel profiles", J. Construct. Steel Res., 181, 106607. https://doi.org/10.1016/j.jcsr.2021.106607. DOI |
27 | JGJ 138-2016 (2016), Code for Design of Composite Structures, MoHURD, Beijing, China. (in Chinese) |
28 | Li, G., Hou, C., Han, L. and Shen, L. (2020), "Numerical study of concrete-encased CFST under preload followed by sustained service load", Steel Compos. Struct., 35(1), 93-109. http://dx.doi.org/10.12989/scs.2020.35.1.093. DOI |
29 | Lu, W. (2006), "Shear strength prediction for steel reinforced concrete deep beams", J. Construct. Steel Res., 62, 933-942. https://doi.org/10.1016/j.jcsr.2006.02.007. DOI |