Shear properties of a novel wave-shaped shear connector for thin HPFRCC-steel composite structures

References

• S. Qin, J. Zhang, C. Huang, L. Gao, and Y. Bao, Fatigue performance evaluation of steel-UHPC composite orthotropic deck in a long-span cable-stayed bridge under in-service traffic, Eng. Struct., vol. 254, pp. 113875, 2022. DOI: 10.1016/j.engstruct.2022.113875.
   Web of Science ®Google Scholar
• X. Shao, D. Yi, Z. Huang, H. Zhao, B. Chen, and M. Liu, Basic performance of the composite deck system composed of orthotropic steel deck and ultrathin RPC layer, J. Bridge Eng., vol. 18, no. 5, pp. 417–428, 2013. DOI: 10.1061/(ASCE)BE.1943-5592.0000348.
   Web of Science ®Google Scholar
• Y. Yuan, C. Wu, and X. Jiang, Experimental study on the fatigue behavior of the orthotropic steel deck rehabilitated by UHPC overlay, J. Constr. Steel Res., vol. 157, pp. 1–9, 2019. DOI: 10.1016/j.jcsr.2019.02.010.
   Web of Science ®Google Scholar
• H. Zhang, Q. Mao, Z. Zhu, Z. Zhang, Y. Pan, J. Wan, C. Zhou, and J. Qian, Experimental study on service performance of epoxy asphalt steel deck pavement of cable stayed bridge, Case, Stud. Constr. Mater., vol. 13, pp. e00392, 2020. DOI: 10.1016/j.cscm.2020.e00392.
   Google Scholar
• Z. Selsal, A.S. Karakas, and B. Sayin, Effect of pavement thickness on stress distribution in asphalt pavements under traffic loads, Case, Stud. Constr. Mater., vol. 16, pp. e01107, 2022. DOI: 10.1016/j.cscm.2022.e01107.
   Google Scholar
• C. Chen, W.O. Eisenhut, K. Lau, A. Buss, and J. Bors, Performance characteristics of epoxy asphalt paving material for thin orthotropic steel plate decks, Int. J. Pavement Eng., vol. 21, no. 3, pp. 397–407, 2020. DOI: 10.1080/10298436.2018.1481961.
   Web of Science ®Google Scholar
• Z. Yan, J. Liang, J. Zhang, D. Song, and G. Zhao, Research on vehicle-asphalt pavement interaction and micro-structure by discrete element method, Mech. Adv. Mater. Struct., vol. 29, no. 27, pp. 6803–6813, 2022. DOI: 10.1080/15376494.2021.1985664.
   Web of Science ®Google Scholar
• Y. Liu, P. Su, M. Li, Z. You, and M. Zhao, Review on evolution and evaluation of asphalt pavement structures and materials, J. Traffic Transp. Eng. Engl. Ed., vol. 7, no. 5, pp. 573–599, 2020. DOI: 10.1016/j.jtte.2020.05.003.
   Google Scholar
• R. Xiao, C. Song, B. Sun, R. Guo, and H. Chen, Design and experimental study of a replaceable steel-UHPC composite bridge deck, Structures., vol. 40, pp. 1107–1120, 2022. DOI: 10.1016/j.istruc.2022.04.091.
   Web of Science ®Google Scholar
• J. Cao, X. Shao, L. Deng, and Y. Gan, Static and fatigue behavior of short-headed studs embedded in a thin ultrahigh-performance concrete layer, J. Bridge Eng., vol. 22, no. 5, pp. 04017005, 2017. DOI: 10.1061/(ASCE)BE.1943-5592.0001031.
   Web of Science ®Google Scholar
• V.C. Li, On engineered cementitious composites (ECC): a review of the material and its applications, J. Adv. Concr. Technol., vol. 1, no. 3, pp. 16, 2003.
   Google Scholar
• R. Jabbour, J.J. Assaad, and B. Hamad, Cost-to-performance assessment of polyvinyl alcohol fibers in concrete structures, Mech. Adv. Mater. Struct., vol. 29, no. 20, pp. 2973–2983, 2022. DOI: 10.1080/15376494.2021.1882625.
   Web of Science ®Google Scholar
• Y. Ding, K. Yu, and M. Li, A review on high-strength engineered cementitious composites (HS-ECC): Design, mechanical property and structural application, Structures., vol. 35, pp. 903–921, 2022. DOI: 10.1016/j.istruc.2021.10.036.
   Web of Science ®Google Scholar
• B.C. Chen, J.I. Tao, Q.W. Huang, W.U. Huai-Zhong, Q.J. Ding, and Y.W. Chan, Review of research on ultra-high performance concrete, J. Archit. Civ. Eng., vol. 31, no. 3, pp. 1–24, 2014.
   Google Scholar
• K. Ma, Y. Ma, and B. Liu, Experimental investigation on ultra high performance fiber reinforced concrete beams, Mech. Adv. Mater. Struct., vol. 30, no. 6, pp. 1155–1171, 2023. DOI: 10.1080/15376494.2022.2028947.
   Google Scholar
• M.M.S. Ridha, I.A.S. Al-Shaarbaf, and K.F. Sarsam, Experimental study on shear resistance of reactive powder concrete beams without stirrups, Mech. Adv. Mater. Struct., vol. 27, no. 12, pp. 1006–1018, 2020. DOI: 10.1080/15376494.2018.1504258.
   Web of Science ®Google Scholar
• X.D. Shao, J.H. Cao, Y.I. Du-Tao, B. Chen, and Z.Y. Huang, Research on basic performance of composite bridge deck system with orthotropic steel deck and thin RPC layer, China J. Highw. Transp., vol. 16, pp. 2022, 2012.
   Google Scholar
• Z. Zhu, P. Wen, L.I. Jianpeng, L.I. Jiquan, and P. Mai, Fatigue evaluation of rib-to-deck welding detail on orthotropic steel bridge deck with UHPC overlay, J. Railw. Sci. Eng., vol. 16, pp. 2022, 2018.
   Google Scholar
• P. Buitelaar, R. Braam, and N. Kaptijn, Reinforced high performance concrete overlay system for rehabilitation and strengthening of orthotropic steel bridge decks, in 2004 orthotropic bridge conference, 2004. Accessed: Apr. 17, 2022.
   Google Scholar
• H. Abdelbaset, B. Cheng, L. Tian, H.-T. Li, and J. Zhao, Enhancing fatigue resistance of rib-to-floorbeam welded connections in orthotropic steel bridge decks by using UHPC layer: an experimental study, Structures, vol. 36, pp. 153–167, 2022. DOI: 10.1016/j.istruc.2021.12.008.
   Web of Science ®Google Scholar
• H. Wei, Q. Zhendong, C. Gang, and J. Yang, Epoxy asphalt concrete paving on the deck of long-span steel bridges, Chin, Sci. Bull. Version., vol. 48, no. 21, pp. 4, 2003. DOI: 10.1360/02ww0123.
   Web of Science ®Google Scholar
• J. Wang, Q. Xu, Y. Yao, J. Qi, and H. Xiu, Static behavior of grouped large headed stud-UHPC shear connectors in composite structures, Compos. Struct., vol. 206, pp. 202–214, 2018. DOI: 10.1016/j.compstruct.2018.08.038.
   Web of Science ®Google Scholar
• D. Kruszewski, K. Wille, and A.E. Zaghi, Push-out behavior of headed shear studs welded on thin plates and embedded in UHPC, Eng. Struct., vol. 173, pp. 429–441, 2018. DOI: 10.1016/j.engstruct.2018.07.013.
   Web of Science ®Google Scholar
• D. Kruszewski, A.E. Zaghi, and K. Wille, Finite element study of headed shear studs embedded in ultra-high performance concrete, Eng. Struct., vol. 188, pp. 538–552, 2019. DOI: 10.1016/j.engstruct.2019.03.035.
   Web of Science ®Google Scholar
• Y. Guan, J. Wu, R. Sun, Z. Ge, Y. Bi, and D. Zhu, Shear behavior of short headed studs in Steel-ECC composite structure, Eng. Struct., vol. 250, pp. 113423, 2022. DOI: 10.1016/j.engstruct.2021.113423.
   Web of Science ®Google Scholar
• J.-S. Kim, J. Kwark, C. Joh, S.-W. Yoo, and K.-C. Lee, Headed stud shear connector for thin ultrahigh-performance concrete bridge deck, J. Constr. Steel Res., vol. 108, pp. 23–30, 2015. DOI: 10.1016/j.jcsr.2015.02.001.
   Web of Science ®Google Scholar
• X. Shao, S. Zhang, L. Zhang, and Z. Ouyang, Performance of light-type composite bridge deck system with steel and ultra-thin UHPC layer, J. Chongqing Jiaotong Univ. Sci., vol. 16, pp. 2022, 2016.
   Google Scholar
• M. Deng, N. Huo, G. Shi, and J. Zhang, Shear strength analysis of the stud in steel-UHPC composite bridge deck, Iop Conf., vol. 100, no. 1, pp. 012176, 2017. DOI: 10.1088/1755-1315/100/1/012176.
   Google Scholar
• J. Ding, J. Zhu, J. Kang, and X. Wang, Experimental study on grouped stud shear connectors in precast steel- UHPC composite bridge, Eng. Struct., vol. 242, pp. 112479, 2021. DOI: 10.1016/j.engstruct.2021.112479.
   Web of Science ®Google Scholar
• W. Wang, Z. Yi, B. Tian, Y. Zhang, and S. Lu, Nonlinear finite element analysis of PBL shear connectors in hybrid structures, Structures., vol. 33, pp. 4642–4654, 2021. DOI: 10.1016/j.istruc.2021.07.047.
   Web of Science ®Google Scholar
• Y. Liu, H. Xin, and Y. Liu, Experimental and analytical study on tensile performance of perfobond connector in bridge engineering application, Structures., vol. 29, pp. 714–729, 2021. DOI: 10.1016/j.istruc.2020.11.045.
   Web of Science ®Google Scholar
• F. Wu, S. Liu, C. Xue, K. Yang, Y. Feng, and H. Zhang, Experimental Study on the Mechanical Properties of Perfobond Rib Shear Connectors with Steel Fiber High Strength Concrete, Materials., vol. 14, no. 12, pp. 3345, 2021. DOI: 10.3390/ma14123345.
   PubMed Web of Science ®Google Scholar
• K.-S. Kim, O. Han, W.-H. Heo, and S.-H. Kim, Behavior of Y-type perfobond rib shear connection under different cyclic loading conditions, Structures., vol. 26, pp. 562–571, 2020. DOI: 10.1016/j.istruc.2020.04.053.
   Web of Science ®Google Scholar
• J.Y. Kang, J.S. Park, W.T. Jung, and M.S. Keum, Evaluation of the Shear Strength of Perfobond Rib Connectors in Ultra High Performance Concrete, ENG., vol. 06, no. 13, pp. 989–999, 2014. DOI: 10/gn2b2d.
   Google Scholar
• S. He, Z. Fang, and A.S. Mosallam, Push-out tests for perfobond strip connectors with UHPC grout in the joints of steel-concrete hybrid bridge girders, Eng. Struct., vol. 135, pp. 177–190, 2017. DOI: 10.1016/j.engstruct.2017.01.008.
   Web of Science ®Google Scholar
• M. Duan, S. Zhang, X. Wang, and F. Dong, Mechanical behavior in perfobond rib shear connector with UHPC-steel composite structure with coarse aggregate, KSCE J Civ Eng., vol. 24, no. 4, pp. 1255–1267, 2020. DOI: 10.1007/s12205-020-0923-3.
   Web of Science ®Google Scholar
• Japan Society of Civil Engineers, JSCE. Standard specifications for hybrid structures-2009, 2009.
   Google Scholar
• FIB. Model Code 2010—Final Draft, Vol. 1. Lausanne, Switzerland, 2010.
   Google Scholar
• A. Suzuki, K. Abe, K. Suzuki, and Y. Kimura, Cyclic behavior of perfobond-shear connectors subjected to fully reversed cyclic loading, J. Struct. Eng., vol. 147, no. 3, pp. 04020355, 2021. DOI: 10.1061/(ASCE)ST.1943-541X.0002955.
   Web of Science ®Google Scholar
• E.C. Oguejiofor, and M.U. Hosain, A parametric study of perfobond rib shear connectors, Can. J. Civ. Eng., vol. 21, no. 4, pp. 614–625, 1994. DOI: 10.1139/l94-063.
   Web of Science ®Google Scholar
• J.-H. Ahn, C.-G. Lee, J.-H. Won, and S.-H. Kim, Shear resistance of the perfobond-rib shear connector depending on concrete strength and rib arrangement, J. Constr. Steel Res., vol. 66, no. 10, pp. 1295–1307, 2010. DOI: 10.1016/j.jcsr.2010.04.008.
   Web of Science ®Google Scholar
• N.M. Hai, A. Nakajima, S. Fujikura, T. Murayama, and M. Mori, Shear behavior of a perfobond strip with steel fiber-reinforced mortar in a condition without surrounding reinforcements, Mater Struct., vol. 53, no. 2, pp. 45, 2020. DOI: 10.1617/s11527-020-01474-z.
   Web of Science ®Google Scholar
• W. Lin, T. Yoda, and N. Taniguchi, Application of SFRC in steel–concrete composite beams subjected to hogging moment, J. Constr. Steel Res., vol. 101, pp. 175–183, 2014. DOI: 10.1016/j.jcsr.2014.05.008.
   Web of Science ®Google Scholar
• P. Wirojjanapirom, K. Matsumoto, K. Kono, T. Kitamura, and J. Niwa, Experimental study on shear behavior of pbl joint connections for ufc-pc hybrid girder, J. Jsce., vol. 2, no. 1, pp. 285–298, 2014. DOI: 10.2208/journalofjsce.2.1_285.
   Google Scholar
• S. He, Z. Fang, Y. Fang, M. Liu, L. Liu, and A.S. Mosallam, Experimental study on perfobond strip connector in steel–concrete joints of hybrid bridges, J. Constr. Steel Res., vol. 118, pp. 169–179, 2016. DOI: 10.1016/j.jcsr.2015.11.009.
   Web of Science ®Google Scholar
• E.C. Oguejiofor, and M.U. Hosain, Numerical analysis of push-out specimens with perfobond rib connectors, Comput. Struct., vol. 62, no. 4, pp. 617–624, 1997. DOI: 10.1016/S0045-7949(96)00270-2.
   Web of Science ®Google Scholar
• Japan Society of Civil Engineers, Standard specifications for steel and composite structures, 2009.
   Google Scholar
• JTG/T D64-01-2015, Specifications for design and construction of highway steel-concrete composite bridge. In Ministry of transport of the People’s Republic of China. China, Beijing, 2015.
   Google Scholar
• X. Tan, Z. Fang, and X. Xiong, Experimental study on group effect of perfobond strip connectors encased in UHPC. Eng. Struct., vol. 250, no. 1, pp. 113424, 2022. DOI: 10.1016/j.engstruct.2021.113424.
   Google Scholar