Bond-Slip Performance between High-Strength Steel Wire Rope Meshes and Engineered Cementitious Composites
Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 5
Abstract
Engineered cementitious composites (ECC) are distinguished by ultrahigh ductility and multiple cracking. High-strength stainless steel wire rope (HSSSWR) meshes have been successfully applied to strengthening existing structures. Taking advantage of both ECC and HSSSWR meshes, HSSSWR mesh–reinforced ECC promises to be an innovative strengthening material for significantly improving overall performance of existing structures. In order to capture the bond performance between HSSSWR meshes and ECC, direct pull-out tests on HSSSWR meshes embedded in ECC were performed considering the effects of spacing of transverse wire ropes, bond length, and nominal diameter of HSSSWR. The influence laws of the considered factors on the bond behavior between HSSSWR meshes and ECC were investigated. The failure characteristics and bond-slip relationship between HSSSWR meshes and ECC were revealed through analyses of experimental results. A bond-slip model was proposed to predict the bond-slip behavior of HSSSWR meshes in ECC, which was verified to be acceptable by comparing it with test results.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
This work was financially supported by the National Natural Science Foundations of China (Grant Nos. 51708511, U1804137, and 51879243), Young Backbone Teacher Project of Henan Province (Grant No. 2020GGJS003), and China Postdoctoral Science Foundation (Grant No. 2020M672236).
References
Achara, B. E., B. S. Mohammed, and M. S. Liew. 2019. “Bond behaviour of nano-silica-modified self-compacting engineered cementitious composite using response surface methodology.” Constr. Build. Mater. 224 (Nov): 796–814. https://doi.org/10.1016/j.conbuildmat.2019.07.115.
Afefy, H. M. E., and M. H. Mahmoud. 2014. “Structural performance of RC slabs provided by pre-cast ECC strips in tension cover zone.” Constr. Build. Mater. 65 (Aug): 103–113. https://doi.org/10.1016/j.conbuildmat.2014.04.096.
Bandelt, M. J., T. E. Frank, M. D. Lepech, and S. L. Billington. 2017. “Bond behavior and interface modeling of reinforced high-performance fiber-reinforced cementitious composites.” Cem. Concr. Compos. 83 (Oct): 188–201. https://doi.org/10.1016/j.cemconcomp.2017.07.017.
Billington, S. L., and J. K. Yoon. 2004. “Cyclic response of unbonded posttensioned precast columns with ductile fiber-reinforced concrete.” J. Bridge Eng. 9 (4): 353–363. https://doi.org/10.1061/(ASCE)1084-0702(2004)9:4(353).
Canbolat, B. A., G. J. Parra-Montesinos, and J. K. Wight. 2005. “Experimental study on seismic behavior of high-performance fiber-reinforced cement composite coupling beams.” ACI Struct. J. 102 (1): 159–166.
Chao, S. H., A. E. Naaman, and G. J. Parra-Montesinos. 2009. “Bond behavior of reinforcing bars in tensile strain-hardening fiber-reinforced cement composites.” ACI Struct. J. 106 (6): 897–906. https://doi.org/10.14359/51663191.
Chinese Standards. 2009. Standard for test method of basic properties of construction mortar. JGJ/T 70-2009. Beijing: Ministry of Construction of the People’s Republic of China.
Deng, M., J. Pan, and H. Sun. 2018. “Bond behavior of steel bar embedded in engineered cementitious composites under pullout load.” Constr. Build. Mater. 168 (Apr): 705–714. https://doi.org/10.1016/j.conbuildmat.2018.02.165.
Eligehausen, R., E. P. Popov, and V. V. Betero. 1983. Local bond stress-slip relationships of deformed bars under generalized excitations: Experimental results and analytical model. Berkeley, CA: Univ. of California.
Fischer, G., and V. C. Li. 2002. “Effect of matrix ductility on deformation behavior of steel reinforced ECC flexural members under reversed cyclic loading conditions.” ACI Struct. J. 99 (6): 781–790.
Hossain, K. M. A. 2018. “Bond strength of GFRP bars embedded in engineered cementitious composite using RILEM beam testing.” Int. J. Concr. Struct. Mater. 12 (1): 101–115. https://doi.org/10.1186/s40069-018-0240-0.
Hu, B., Y. Zhou, F. Xing, L. Sui, and M. Luo. 2019. “Experimental and theoretical investigation on the hybrid CFRP-ECC flexural strengthening of RC beams with corroded longitudinal reinforcement.” Eng. Struct. 200 (Dec): 109717. https://doi.org/10.1016/j.engstruct.2019.109717.
Hung, C. C., and Y. S. Chen. 2016. “Innovative ECC jacketing for retrofitting shear-deficient RC members.” Constr. Build. Mater. 111 (May): 408–418. https://doi.org/10.1016/j.conbuildmat.2016.02.077.
Jiang, J., C. Jiang, B. Li, and P. Feng. 2019. “Bond behavior of basalt textile meshes in ultra-high ductility cementitious composites.” Composites, Part B 174 (Oct): 107022. https://doi.org/10.1016/j.compositesb.2019.107022.
Kai, M. F., Y. Xiao, X. L. Shuai, and G. Ye. 2017. “Compressive behavior of engineered cementitious composites under high strain-rate loading.” J. Mater. Civ. Eng. 29 (4): 04016254. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001781.
Kim, Y. Y., H. J. Kong, and V. C. Li. 2004. “Mechanical performance of sprayed engineered cementitious composite using wet-mix shotcreting process for repair applications.” ACI Mater. J. 101 (1): 42–49.
Kyriakides, M. A., and S. L. Billington. 2014. “Cyclic response of nonductile reinforced concrete frames with unreinforced masonry infills retrofitted with engineered cementitious composites.” J. Struct. Eng. 140 (2): 04013046. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000833.
Lee, S. W., S. B. Kang, K. H. Tan, and E. H. Yang. 2016. “Experimental and analytical investigation on bond-slip behaviour of deformed bars embedded in engineered cementitious composites.” Constr. Build. Mater. 127 (Nov): 494–503. https://doi.org/10.1016/j.conbuildmat.2016.10.036.
Li, K., W. K. Liu, K. Zhang, X. L. Wang, J. T. Zhu, and S. Sheikh. 2021. “Bond behavior of stainless-steel wire ropes embedded in engineered cementitious composites.” Constr. Build. Mater. 281 (Apr): 122622. https://doi.org/10.1016/j.conbuildmat.2021.122622.
Li, V. C. 2003. “On engineered cementitious composites (ECC)—A review of the material and its applications.” J. Adv. Concr. Technol. 1 (3): 215–230. https://doi.org/10.3151/jact.1.215.
Li, V. C., T. Horikoshi, A. Ogawa, S. Torigoe, and T. Saito. 2004. “Micromechanics-based durability study of polyvinyl alcohol-engineered cementitious composite.” ACI Mater. J. 101 (3): 242–248. https://doi.org/10.1016/j.vacuum.2004.02.004.
Lu, C., and C. K. Y. Leung. 2017. “Theoretical evaluation of fiber orientation and its effects on mechanical properties in engineered cementitious composites (ECC) with various thickness.” Cem. Concr. Res. 95 (May): 240–246. https://doi.org/10.1016/j.cemconres.2017.02.024.
Moreno, D. M., W. Trono, G. Jen, C. Ostertag, and S. L. Billington. 2014. “Tension stiffening in reinforced high performance fiber reinforced cement-based composites.” Cem. Concr. Compos. 50 (Jul): 36–46. https://doi.org/10.1016/j.cemconcomp.2014.03.004.
Nematollahi, B., R. Ranade, J. Sanjayan, and S. Ramakrishnan. 2016. “Thermal and mechanical properties of sustainable lightweight strain hardening geopolymer composites.” Arch. Civ. Mech. Eng. 17 (1): 55–64. https://doi.org/10.1016/j.acme.2016.08.002.
Parra-Montesinos, G. J., S. W. Peterfreund, and S. H. Chao. 2005. “Highly damage-tolerant beam-column joints through use of high-performance fiber-reinforced cement composites.” ACI Struct. J. 102 (3): 487–495.
Qi, B., Q. Kong, H. Qian, D. Patil, I. Lim, M. Li, D. Liu, and G. Song. 2018. “Study of impact damage in PVA-ECC beam under low-velocity impact loading using piezoceramic transducers and PVDF thin-film transducers.” Sensors 18 (3): 671. https://doi.org/10.3390/s18020671.
Shang, X. Y., J. T. Yu, L. Z. Li, and Z. D. Lu. 2019. “Strengthening of RC structures by using engineered cementitious composites: A review.” Sustainability 11 (12): 3384. https://doi.org/10.3390/su11123384.
Sindu, B. S., and S. Sasmal. 2019. “On the development and studies of nano- and micro-fiber hybridized strain hardened cementitious composite.” Arch. Civ. Mech. Eng. 19 (2): 348–359. https://doi.org/10.1016/j.acme.2018.11.008.
Soe, K. T., Y. Zhang, and L. C. Zhang. 2013. “Impact resistance of hybrid-fiber engineered cementitious composite panels.” Compos. Struct. 104 (Oct): 320–330. https://doi.org/10.1016/j.compstruct.2013.01.029.
Wang, H., X. Sun, G. Peng, Y. Luo, and Q. Ying. 2015. “Experimental study on bond behaviour between BFRP bar and engineered cementitious composite.” Constr. Build. Mater. 95 (Oct): 448–456. https://doi.org/10.1016/j.conbuildmat.2015.07.135.
Wang, X. L., K. Li, G. H. Yang, W. W. Qian, and J. T. Zhu. 2020. “Tensile stress-strain relationship of engineered cementitious composites reinforced by high-strength stainless steel wire mesh.” [In Chinese.] Acta Materiae Compositae Sinica 37 (12): 3220–3228. https://doi.org/10.13801/j.cnki.fhclxb.20200428.002.
Yang, E. H., and V. C. Li. 2012. “Tailoring engineered cementitious composites for impact resistance.” Cem. Concr. Res. 42 (8): 1066–1071. https://doi.org/10.1016/j.cemconres.2012.04.006.
Yuan, F., M. C. Chen, and J. L. Pan. 2020. “Flexural strengthening of reinforced concrete beams with high-strength steel wire and engineered cementitious composites.” Constr. Build. Mater. 254 (Sep): 119284. https://doi.org/10.1016/j.conbuildmat.2020.119284.
Zheng, X., and J. Zhang. 2021. “Influence of zeolite addition on mechanical performance and shrinkage of high strength engineered cementitious composites.” J. Build. Eng. 36 (Apr): 102124. https://doi.org/10.1016/j.jobe.2020.102124.
Zheng, Y. Z., W. W. Wang, and J. C. Brigham. 2016. “Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC.” Constr. Build. Mater. 115 (Jul): 424–437. https://doi.org/10.1016/j.conbuildmat.2016.04.038.
Zhou, Q. W. 2018. Experimental study on bonding performance of high strength stainless steel stranded wire and ECC. [In Chinese.] Zhengzhou, China: Zhengzhou Univ.
Zhou, Y., H. Fu, P. Li, D. Zhao, L. Sui, and L. Li. 2019. “Bond behavior between steel bar and engineered cementitious composite (ECC) considering lateral FRP confinement: Test and modeling.” Compos. Struct. 226 (Oct): 111206. https://doi.org/10.1016/j.compstruct.2019.111206.
Zhou, Y. W., and Y. F. Wu. 2012. “General model for constitutive relationships of concrete and its composite structures.” Compos. Struct. 94 (2): 580–592. https://doi.org/10.1016/j.compstruct.2011.08.022.
Zhu, J. T., K. Zhang, X. L. Wang, and K. Li. 2020. “Bond-slip relational model between high-strength stainless steel wire mesh and ECC.” [In Chinese.] China Civ. Eng. J. 53 (4): 83–92. https://doi.org/10.15951/j.tmgcxb.2020.04.008.
Information & Authors
Information
Published In
Journal of Materials in Civil Engineering
Volume 34 • Issue 5 • May 2022
Copyright
© 2022 American Society of Civil Engineers.
History
Received: Apr 30, 2021
Accepted: Sep 10, 2021
Published online: Feb 21, 2022
Published in print: May 1, 2022
Discussion open until: Jul 21, 2022
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
- Yong Feng, Zijuan Niu, Chen Zhao, Lijuan Li, Compressive Test Investigation and Numerical Simulation of Polyvinyl-Alcohol (PVA)-Fiber-Reinforced Rubber Concrete, Buildings, 10.3390/buildings13020431, 13, 2, (431), (2023).
- Cong Zhang, Lishan Wu, Zhihui Yu, Jiaming Gu, Neven Ukrainczyk, Jingming Cai, Effect of Roughness on the Bond Behavior between Ultrahigh-Performance Engineered Cementitious Composites and Old Concrete, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-15735, 35, 8, (2023).
- Kai Zhang, Qiang Yuan, Tingjie Huang, Shenghao Zuo, Hao Yao, Utilization of novel stranded steel fiber to enhance fiber–matrix interface of cementitious composites, Construction and Building Materials, 10.1016/j.conbuildmat.2023.130525, 369, (130525), (2023).
- Xuyan Zou, Yawen Liu, Juntao Zhu, Ke Li, Jinglong Cao, Analytical and Numerical Modeling of the Pullout Behavior between High-Strength Stainless Steel Wire Mesh and ECC, Materials, 10.3390/ma15165649, 15, 16, (5649), (2022).
- Kai Zhang, Qiang Yuan, Juntao Zhu, Analytical model for the bonding performance between HSSWM-ECC and concrete, Cement and Concrete Composites, 10.1016/j.cemconcomp.2022.104632, 132, (104632), (2022).