Abstract
The failure characteristic and load-slip performance of corrugated rib connectors under static load were investigated using the push-out test combined with Finite Element Analysis (FEA). The results obtained from experiment and FEA indicate that the shear bearing capacity of the corrugated rib connectors are closely relate with the key factors including cubic strength of concrete (fcu), the open area of the steel plate (Ac1), perforated rebar tensile yield strength (fy) and Cross-sectional area (Ay), horizontal projection area of corrugated rib (= dwhw). In elastic stage, the overall shear stiffness of the corrugated rib connector are mainly affected by the shear stiffness of the concrete bars. And in elastic-plastic stage, the shear stiffness of the concrete bars and perforated rebar pronouncedly influence the overall shear stiffness of the corrugated rib connector. Finally, a linear model and a power law model for the load-slip behavior at elastic stage and elastic-plastic stage are provided based on the regression statistical analysis, respectively.
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Chen, J. B., Wan, S., and You, Y. B. (2012). “Experimental study on mechanical performance of composite beams with new corrugated perforated plate connectors.” Building Structure, Vol. 42, No. 10, pp. 75–78.
Chen, J. B., You, Y. B., and Wan, S. (2013). “Experimental study on slipping performance of two new types connectors in steel and concrete composite beam.” Buildingscience, Vol. 29, No. 7, pp. 34–39.
Hu, J. H., Ye, M. X., and Huang, Q. (2006).“Experiment on bearing capacity of PBL shear connectors.” China Journal of Highway and Transport, Vol. 19, No. 6, pp. 65–72, DOI: 10.3321/j.issn:1001-7372.2006.06.013.
Isabel, V. and Paulo, J. S. C. (2004). “Experimental analysis of perfobond shear connection between steel and lightweight concrete.” Journal of Constructional Steel Research, Vol. 60, Nos. 3-5, pp. 465–479, DOI: 10.1016/S0143-974X(03)00124-X.
Jeong, Y. J., Kim, H. Y., and Koo, H. B. (2009). “Longitudinal shear resistance of steel-concrete composite slabs with perfobond shear connectors.” Journal of Constructional Steel Research, Vol. 65 No. 1, pp. 81–88, DOI: 10.1016/j.jcsr.2008.01.031.
Kim, S. H., Ahn, J. H., Choi, K. T., and Jung, C. Y. (2011). “Experimental evaluation of the shear resistance of corrugated perfobond rib shear connections.” Advances in Structural Engineering, Vol. 14, No. 2, pp. 249–263, DOI: 10.1260/1369-4332.14.2.249.
Kim, S. H., Ahn, J. H., and Choi, K. T. (2011). “Experimental evaluation of the shear resistance of corrugated perfobond rib shear connections.” Advances in Structural Engineering, Vol. 14, No. 2, pp. 249–263.
Kim, Y. H., You, S. K., Jung, J. H., Yoon, S. J., and Lee, S. (2006). “An experimental study on the shear behavior of perforated shear connector with flange head.” Key Engineering Materials (306–308), pp. 1349–1954.
Leonhardt, F., Andrä, W., Andrä, H. P., and Harre, W. (1987). “Neues, vorteilhaftes Verbundmittel für Stahlverbund-Tragwerke mit hoher Dauerfestigkeit. (New improved shear connector with high fatigue strength for composite structures).” Beton und Stahlbetonbau Heft, Vol. 82, Issue 12, pp. 325–331, DOI: 10.1002/best.198700500.
Li, S. Q. and Wan, S. (2015). “Push-out test research on the corrugated rib connectors’ in steel-concrete composite structure.” Journal of Chang’an University (Natural Science Edition), Vol. 35, No. 2, pp. 75–82.
Li, S. Q., Wan, S., and Chen, J. B. (2009). “Test study of a new type of shear connector.” Bridge Construction, Vol. 4, pp. 17–19.
LI, S. Q. (2012). “Research on structural design and shear connectors of the PC box-girder bridge with corrugated steel webs.” NANJING: Southeast University.
Lin, Y. and Wang, Q. Y. (2012). “Development in experimental research on PBL shear connectors.” Sichuan Building Science, Vol. 38, No. 5, pp. 24–30, DOI: 10.3969/j.issn.1008-1933.2012.05.007.
Martins, C., Costa Neves, J. P. S., Vellasco, L. F., and Da, P. C. G. S. (2010). “Experimental evaluation of the structural response of perfobond shear connectors.” Engineering Structures, Vol. 32, No. 8, pp. 1976–1985, DOI: 10.1016/j.engstruct.2010.02.031.
Nam, J. H., Yoon, S. J., Ok, D. M., and Cho, S. K. (2007). “Perforated FRP shear connector for the FRP-concrete composite bridge deck.” Key Engineer-ing Materials, Vols. 334-335, pp. 381–384.
Ou, Y. C., Wang, P. S., Tsai, M., Chang, K.C., and Lee, G. C. (2010). “Large-scale experimental study of precast segmental unbonded post-tensioned concrete bridge columns for seismic regions.” Journal of Structural Engineering, Vol. 136, No. 3, pp. 255–264, DOI: 10.1061/(ASCE)ST.1943-541X.0000110.
Serap, A., Kubilay, K., and Semih, S. T. (2012). “Dynamic analysis of suspension bridges and full scale testing.” Open Journal of Civil Engineering, Vol. 2, No. 2, pp. 58–67, DOI: 10.4236/ojce.2012.22010.
Su, Q. T., Wang, R., and Wang, W. (2012). “Experiments on the mechanical properties of corrugated rib connector.” China Journal of Highway and Transport, Vol. 25, No. 2, pp. 46–52.
Wan, S. (2008). A New Type of Shear Connector: CHINA, CN201053146[P]. 2008-04-30.
Wang, Z. H., Zhao, C. H., and Li, Q. (2011). “Experimental investigation on load-slip relationship of perfobond rib shear connectors.” Journal of Southwest Jiaotong University, Vol. 46 No. 4, Pp. 547–552, DOI: 10.3969/j.issn.0258-2724.2011.04.004.
Xiao, L., Li, X. Z., and Wei, X. (2010). “Research on thestatic load mechanical properties of PBL shear connectors' push-out test.” China Railway Science, Vol. 31, No.3, pp. 15–21.
Yu, Z. L. (2013). “Experimental study on the performance of the combination node truss shear connectors.” Southwest Jiaotong University, DOI: 10.7666/d.Y2320139.
Zhang, Q. H., Li, Q., and Tang, L. (2007). “Fracturemechanism and ultimate carrying capacity of shear connectors applied for steelconcrete joint segment ofbridge pylon.” China Journal of Highway and Transport, Vol. 20 No. 1, pp. 85–90, DOI: 10.3321/j.issn:1001-7372.2007.01.016.
Zhao, W. J., Chen, D. H., Bao, L. H., and Yu, L. (2015). “Study on mechanical behavior of the PBL shear connector and its bearing capacity influence factors.” Journal of Shenyang Jianzhu University (Natural Science), Vol. 31, No. 5, pp. 864–871, DOI: 10.11717/j.issn:2095-1922.2015.05.12.
Zheng, S. J., Liu, Y. Q., Yoda,T., and Lin, W. W. (2016). “Parametric study on shear capacity of circular-hole and long-hole perfobond shear connector.” Journal of Constructional Steel Research, Vol. 117, pp. 64–80, DOI: 10.1016/j.jcsr.2015.09.012.
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Li, S., Su, L. & Sun, Z. Research on the Load-slip Properties of Corrugated Rib Connectors’ Push-out Test. KSCE J Civ Eng 22, 1258–1264 (2018). https://doi.org/10.1007/s12205-017-0951-9
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DOI: https://doi.org/10.1007/s12205-017-0951-9