Numerical analysis of large stud shear connector embedded in HFRC |
He, Yu Liang
(College of Civil Engineering, Shaoxing University)
Zhang, Chong (College of Civil Engineering, Shaoxing University) Wang, Li Chao (Hua Hui Group) Yang, Ying (College of Civil Engineering, Shaoxing University) Xiang, Yi Qiang (College of Civil Engineering and Architecture, Zhejiang University) |
1 | American Association of State Highway and Transportation Officials (AASHTO) (2010), Bridge Design Specifications, 5th ed, American Association of State Highway and Transportation Officials, Washington, American. |
2 | American Concrete Institute (ACI) (2011), Report on Fiber Reinforced Concrete, ACI 544.1R-96, American Concrete Institute, Washington, American. |
3 | Nguyen, G.B. and Machacek, J. (2016), "Effect of local small diameter stud connectors on behavior of partially encased composite beams", Steel Compos. Struct., 20(2), 251-266. https://doi.org/10.12989/scs.2016.20.2.251. DOI |
4 | Nguyen, H., Mutsuyoshi, H. and Zatar, W. (2014), "Push-out tests for shear connections between UHPFRC slabs and FRP girder", Compos. Struct., 118, 528-547. http://doi.org/10.1016/j.compstruct.2014.08.003. DOI |
5 | Precast/Prestressed Concrete Institute (PCI) (2004), Precast/Prestressed Concrete Institute Design Handbook: Precast and Prestressed Concrete, 6th Edition, Precast/Prestressed Concrete Institute, Chicago. |
6 | Lam, D. and El-Lobody, E. (2005), "Behavior of headed stud shear connectors in composite beam", J Struct. Eng., ASCE, 131(1), 96-107. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:1(96). DOI |
7 | Lee, P.G., Shim, C.S. and Chang, S.P. (2005), "Static and fatigue behavior of large stud shear connectors for steel-concrete composite bridges", J. Constr. Steel Res., 61, 1270-1285. http://doi.org/10.1016/j.jcsr.2005.01.007. DOI |
8 | Luo, Y., Hoki, K., Hayashi, K. and Nakashima, M. (2016a), "Behavior and strength of headed stud-SFRCC shear connection. I: Experimental study", J. Struct. Eng., ASCE, 142(2), 1-10. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001363. DOI |
9 | Luo, Y., Hoki, K., Hayashi, K. and Nakashima, M. (2016b), "Behavior and strength of headed stud-SFRCC shear connection. II: Strength evaluation", J. Struct. Eng., ASCE, 142(3), 1-10. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001372. DOI |
10 | Nguyen, H.T. and Kim, S.E. (2009), "Finite element modeling of push-out tests for large stud shear connectors", J. Constr. Steel Res., 65, 1909-1920. http://doi.org/10.1016/j.jcsr.2009.06.010. DOI |
11 | Shim, C.S. and Kim, D.W. (2016), "Design codes on stud shear connectors for new details", Composite Construction in Steel and Concrete VII, North Queensland, February. |
12 | Su, Q., Yang, G. and Bradford, M.A. (2014), "Static behaviour of multi-row stud shear connectors in high-strength concrete", Steel Compos. Struct., 17(6), 967-980. https://doi.org/10.12989/scs.2014.17.6.967. DOI |
13 | Wang, A.J. (2012), "Numerical investigation into headed shear connectors under fire", J. Struct. Eng., 138(1), 118-122. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000428. DOI |
14 | Xia, Y., Chen, L., Ma, H. and Su, D. (2019), "Experimental and numerical study on shear studs connecting steel girder and precast concrete deck", Struct. Eng. Mech., 71(4), 433-444. http://doi.org/10.12989/sem.2019.71.4.433. DOI |
15 | Xu, C., Su, Q. and Masuya, H. (2017), "Static and fatigue performance of stud shear connector in steel fiber reinforced concrete", Steel Compos. Struct., 24(4), 467-479. https://doi.org/10.12989/scs.2017.24.4.467. DOI |
16 | Chi, Y., Yu, M., Huang, L. and Xu, L. (2017), "Finite element modeling of steel-polypropylene hybrid fiber reinforced concrete using modified concrete damaged plasticity", Eng. Struct., 148, 23-35. http://doi.org/10.1016/j.engstruct.2017.06.039. DOI |
17 | GB 50010 (2014), Code for Design of Concrete Structures, Ministry of House and Urban-Rural Development of People's Republic of China, Beijing, China. |
18 | He, Y.L., Wu, X.D., Xiang, Y.Q., Wang, Y.H., Liu, L.S. and He, Z.H. (2017), "Mechanical behavior of stud shear connectors embedded in HFRC", Steel Compos. Struct., 24(2), 177-189. https://doi.org/10.12989/scs.2017.24.2.177. DOI |
19 | Kim, J.S., Kwark, J., Joh, C., Yoo, S.W. and Lee, K.C. (2015), "Headed stud shear connector for thin ultrahigh-performance concrete bridge deck", J. Constr. Steel Res., 108, 23-30. http://doi.org/10.1016/j.jcsr.2015.02.001. DOI |
20 | Lee, Y.H., Kim, M.S., Kim, H. and Kim, D.J. (2014). "Shear resistance of stud connectors in high strength concrete", Struct. Eng. Mech., 52(4), 433-444. http://doi.org/10.12989/sem.2014.52.4.647. DOI |
21 | Chi, Y., Xu, L.H. and Yu, H.S. (2014), "Plasticity model for hybrid fiber reinforced concrete under True Tri-axial Compression", J. Eng. Mech., ASCE, 140(2), 393-405. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000659. DOI |
22 | Xu, X., Liu, Y. and He, J. (2014), "Study on mechanical behavior of rubber-sleeved studs for steel and concrete composite structures", Constr. Build. Mater., 53, 533-546. http://doi.org/10.1016/j.conbuildmat.2013.12.011. DOI |
23 | Zhang, Y. (2010), "Study on uniaxial compressive constitutive relationship and uniaxial tensile behavior of steel-polypropylene hybrid fiber reinforced concrete", Ph.D. Thesis, Wuhan Univ., Wuhan, China. |
24 | GB50017 (2012), Code for Design of Steel Structures, Ministry of House and Urban-Rural Development of People's Republic of China, Beijing, China. |
25 | Yu Liang, H., Yi Qiang, X., Li Si, L. and Ying, Y. (2018), "Mechanical behavior of steel-HFRC composite girders", J. Bridge Eng., ASCE, 23(10), 04018070. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001275. DOI |
26 | Vacev, T., Bonic, Z., Prolovic, V., Davidovic, N. and Lukic, D. (2015), "Testing and finite element analysis of reinforced concrete column footings failing by punching shear", Eng. Struct., 92, 1-14. http://doi.org/10.1016/j.engstruct.2015.02.027 DOI |
27 | Willam, K.J. and Warnke, E.P. (1974), "Constitutive model for the triaxial behaviour of concrete, seminar on concrete structures subjected to triaxial stresses", International Association of Bridge and Structural Engineering Conference, Bergamo, Italy. |
28 | Sriboonma, K. and Badie, S.S. (2012), "Practical steel confinements for wildly spaced clustered large stud shear connectors in composite bridge deck panel systems", Structures Congress 2010, Florida, May. |
29 | American Institute of Steel Construction (AISC) (2011), Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago, American. |
30 | ANSYS Software Documentation (2017), Release 18.0. ANSYS, Inc., Canonsburg, PA, American. |
31 | EN 1994-1-1 (2004), Eurocode 4: Design of Composite Steel and Concrete Structures-Part 1-1: General Rules and Rules, European Standard, European. |
32 | Guezouli, S. and Lachal, A. (2012), "Numerical analysis of frictional contact effects in push-out tests", Eng. Struct., 40, 39-50. http://doi.org/10.1016/j.engstruct.2012.02.025. DOI |
33 | Huang, C.K. (2004), Structure of Fiber Reinforced Concrete, China Machine Press, Beijing. (in Chinese) |
34 | Jongvivatsakul, P., Bui, L.V., Koyekaewphring, T., Kunawisarut, A., Hemstapat, N. and Stitmannaithum, B. (2019), "Using steel fiber-reinforced concrete precast panels for strengthening in shear of beams: An experimental and analytical investigation", Adv. Civil Eng., 2019, Article ID 4098505. https://doi.org/10.1155/2019/4098505. DOI |