•  
  •  
 

Keywords

Stay-in-place formwork, Column, CFRP, confinement ratio, Deformation, compressive strength

Document Type

Review Paper

Abstract

Formwork systems are required for almost all cast-in-place concrete construction. However, some forms cost too much, often exceeding 30% of the entire cost of the concrete construction. Thus, the stay-in-place (SIP) formwork, a premanufactured permanent constructional member that holds fresh concrete to the intended sizes and stays in the site to afford loads over the construction lifecycle, could be an auspicious alternative to the classic formwork procedure. Several types of stay-in-place (SIP) formworks for columns have been reviewed, like PVC tubes, CFRP, steel tubes, and the composite of two or more types of stay-in-place (SIP) formwork used together. Moreover, some types of concrete and mortar used as stay-in-place (SIP) formwork have been reviewed. The mechanical, restrain, and deformability characteristics of several types of stay-in-place (SIP) formwork system for concrete columns is discussed. Further, the effect of change in the thickness of several kinds of stay-in-place formworks is highlighted. The impact of the change in the strength level of the core of concrete-filled stay-in-place formworks on the confinement efficiency of stay-in-place formwork is also investigated. Finally, the recommendations for futurity researchers in this area are introduced.

References

Li, X. Lin,  Ding W. Bao, and Yi. M. Xie, A review of formwork systems for modern concrete construction, Struct., 38 (2022) 52–63. https://doi.org/10.1016/j.istruc.2022.01.089 Devi and T. Yadav, Cost Comparison of Different Types of Formworks, J. Build. Mater. Sci., 5 (2023) 32–38. https://doi.org/10.30564/jbms.v5i1.5515 Goyal, A. Mukherjee, and S. Goyal, An investigation on the bond between FRP stay-in-place formwork and concrete, Constr. Build. Mater., 113 (2016) 741–751. https://doi.org/10.1016/j.conbuildmat.2016.03.124 Yu, L. Bai., Shi, J. Mei, Chun W. Chan, and Qian Q. Li, Compressive behavior of large-size square PEN FRP-concrete-steel hybrid multi-tube concrete columns, Struct., 246 (2021) 113017. https://doi.org/10.1016/j.engstruct.2021.113017 Kuang Yu, Morozov E. V., Ashraf A., and Krishna Sh., Buckling behaviour of reinforced thermoplastic pipes under combined external pressure and bending, in Proc 8th Australasian Congress on Applied Mechanics (ACAM 8), 2014. Jun-Yun Wang and Q.-B. Yang, Investigation on compressive behaviors of thermoplastic pipe confined concrete, Constr. Build. Mater., 35 (2012) 578–585. https://doi.org/10.1016/j.conbuildmat.2012.04.017 Folkman, Validation of the long life of PVC pipes, in Proceedings of the 17th International Conference on Plastics Pipes, Chicago, USA, 2014. -H. Han, C.-Y. Xu, and Z. Tao, Performance of concrete filled stainless steel tubular (CFSST) columns and joints: Summary of recent research, J. Constr. Steel Res., 152 (2019) 117–131. https://doi.org/10.1016/j.jcsr.2018.02.038 Wei, C. Jiang, and Y.-F. Wu, Confinement effectiveness of circular concrete-filled steel tubular columns under axial compression, J. Constr. Steel Res., 158 (2019) 15–27. https://doi.org/10.1016/j.jcsr.2019.03.012 Abed, M. AlHamaydeh, and S. Abdalla, Experimental and numerical investigations of the compressive behavior of concrete filled steel tubes (CFSTs), J. Constr. Steel Res., 80 (2013) 429–439. https://doi.org/10.1016/j.jcsr.2012.10.005 Zhang, Y. Wei, J. Bai, and Y. Zhang, Stress-strain model of an FRP-confined concrete filled steel tube under axial compression, Thin-Walled Struct., 142 (2019) 149–159. https://doi.org/10.1016/j.tws.2019.05.009 Krishan, Bearing Capacity of Concrete Filled Steel Tube Columns, Sustainability of Concrete With Synthetic and Recycled Aggregates, IntechOpen, 2021. https://doi.org/10.5772/intechopen.99650 Yu, W. Liao, S. Liu, T. Wang, C. Yu, and S. Cheng, Axial compressive performance of ultra-high performance concrete-filled steel tube stub columns at different concrete age, Struct., Elsevier, 55 (2023) 664–676. https://doi.org/10.1016/j.istruc.2023.05.113 Lu, T. Zhang, T. Liang, a nd Q. Ren, Axial compressive behavior of circular concrete-filled steel tube stub columns with steel slag coarse aggregate, Struct., 51 (2023) 1893–1905. https://doi.org/10.1016/j.istruc.2023.03.125 Liu, H. Wu, W. Ma, and Y. Lu, Steel tube filled with recycled concrete incorporating steel-fiber reinforcement and self-stressing effect, J. Constr. Steel. Res., 210 (2023) 108117. https://doi.org/10.1016/j.jcsr.2023.108117 Tang, L. Hou, Z. Yuan, Y. Jia, and Y. Wang, Eccentric compressive behavior of square concrete-filled stainless steel tube (CFSST) stub columns, Struct., 55 (2023) 1920–1935. https://doi.org/10.1016/j.istruc.2023.06.114 Miao, Y. Wei, S. Zhang, K. Zheng, and M. Ding, Eccentric compression behavior of concrete-filled steel tube columns strengthened by CFRP/steel strip, Eng. Struct., 287 (2023) 116191. https://doi.org/10.1016/j.engstruct.2023.116191 Feng, Z. Li, Y. Zou, and J.-Q. Yang, Axial compressive performance of concrete-filled steel tube stub columns with high-strength spiral confined concrete core, Thin-Walled Struct., 185 (2023) 110534. https://doi.org/10.1016/j.tws.2023.110534 Wu, W. Liu, J. Zhang, W. He, and Y. Guo, Experimental and analytical investigation of square-shaped concrete-filled steel tube columns, J. Constr. Steel Res., 201 (2023) 107737. https://doi.org/10.1016/j.jcsr.2022.107737 Lin, Z. Li, and Y.-G. Zhao, Behavior of eccentrically loaded circular concrete-filled steel tube stub columns with localized corrosion, Eng. Struct., 288 (2023) 116227. https://doi.org/10.1016/j.engstruct.2023.116227 Guo, J. Li, C. Jia, and M. Elchalakani, Axial compression behavior of slender concrete-filled steel tubes with machining defects representing local corrosion, Eng. Struct., 286 (2023) 116091. https://doi.org/10.1016/j.engstruct.2023.116091 Ozbakkaloglu and M. Saatcioglu, Seismic performance of square high-strength concrete columns in FRP stay-in-place formwork, J. Struct. Eng., 133 (2007) 44–56. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:1(44) -F. Wu and Y. Wei, General stress-strain model for steel-and FRP-confined concrete, J. Compos. Constr. 19 (2015) 04014069. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000511 S. Onge and A. Fam, Combined torsion and axial compression loading of concrete-filled FRP tubes, Thin-Walled Struct. 188 (2023) 110873. https://doi.org/10.1016/j.tws.2023.110873 Zhan, Y. Sun, W. Huang, K. Deng, and J. Sun, Interfacial behavior of segmental concrete-filled Basalt FRP tube under compression, Constr. Build. Mater., 299 (2021) 123979. https://doi.org/10.1016/j.conbuildmat.2021.123979 Wang, Y. Wei, K. Miao, K. Zheng, and F. Dong, Axial compressive behavior of seawater sea-sand coral aggregate concrete-filled circular FRP-steel composite tube columns, Constr. Build. Mater., 315 (2022) 125737. https://doi.org/10.1016/j.conbuildmat.2021.125737 Hu, Y. Mei, C. Liu, S. Zhang, and Y. Wang, Confinement mechanism and compressive stress-strain behaviours of FRP-interlayer-steel confined concrete tubes, J. Constr. Steel. Res., 205 (2023) 107909. https://doi.org/10.1016/j.jcsr.2023.107909 Lin and S. S. Zhang, Contribution of longitudinal GFRP bars in concrete filled FRP tubular (CFFT) cylinders under monotonic or cyclic axial compression, Eng. Struct., 281 (2023) 115766. https://doi.org/10.1016/j.engstruct.2023.115766 Kanwal, Q. S. Khan, M. N. Sheikh, A. U. Qazi, and M. N. S. Hadi, Axial compressive behaviour of GPC filled FRP Tubes: Experimental and analytical investigations, Struct., 55 (2023) 650–663. https://doi.org/10.1016/j.istruc.2023.06.034 -K. Zhou, J.-J. Zeng, Q.-J. Liang, H.-S. Dai, and T.-H. Fan, Compressive behavior of PET FRP-confined concrete encased CFST columns, J. Constr. Steel Res., 202 (2023) 107732. https://doi.org/10.1016/j.jcsr.2022.107732 C. Liu, C. Jiang, T. Yu, and J. G. Teng, Compressive behaviour of elliptical FRP tube-confined concrete columns, Compos. Struct., 303 (2023) 116301. https://doi.org/10.1016/j.compstruct.2022.116301 -J. Zeng, Z. Xu, G.-M. Chen, and M.-X. Xiong, Compressive behavior of FRP-confined cruciform steel-reinforced normal-and high-strength concrete columns, J. Constr. Steel Res., 210 (2023) 108046. https://doi.org/10.1016/j.jcsr.2023.108046 A. Abdulla, A state-of art-review of materials, methods, and applications of PVC-FRP-confined concrete, Constr. Build. Mater., 363(2023) 129719. https://doi.org/10.1016/j.conbuildmat.2022.129719 Tian, Z. Zhou, Y. Wei, Y. Wang, and J. Lu, Experimental investigation on axial compressive behavior of ultra-high performance concrete (UHPC) filled glass FRP tubes, Constr. Build. Mater., 225 (2019) 678–691. https://doi.org/10.1016/j.conbuildmat.2019.07.204 Miao, Y. Wei, F. Dong, K. Zheng, and J. Wang, Experimental study on concrete-filled steel tube columns with inner distributed seawater and sea sand concrete-filled fiber-reinforced polymer tubes under axial compression, Compos. Struct., 320 (2023) 117181. https://doi.org/10.1016/j.compstruct.2023.117181 -J. Hu, C. Jiang, W. Liu, Q.-Q. Yu, and Y.-L. Zhou, Degradation of the in-plane shear modulus of structural BFRP laminates due to high temperature, Sens., 18 (2018) 3361. https://doi.org/10.3390/s18103361 M. Woldemariam, W. O. Oyawa, and T. Nyomboi, Reliability assessment of axially loaded uPVC tube confined reinforced concrete columns, Struct., 23 (2020) 529–538. https://doi.org/10.1016/j.istruc.2019.11.009 Chang et al., Concrete filled double steel tube columns incorporating UPVC pipes under uniaxial compressive load at ambient and elevated temperature, Case Stud. Constr. Mater., 16 (2022) e00907. https://doi.org/10.1016/j.cscm.2022.e00907 M. Askari, A. Khaloo, M. H. Borhani, and M. S. T. Masoule, Performance of polypropylene fiber reinforced concrete-filled UPVC tube columns under axial compression, Constr. Build. Mater., 231 (2020) 117049. A. Abdulla, Strength models for uPVC-confined concrete, Constr. Build. Mater., 310 (2021) 125070. https://doi.org/10.1016/j.conbuildmat.2021.125070 Bandyopadhyay, K. K. Maurya, and A. K. Samanta, Investigation on UPVC confined RC columns with Recycled Aggregate Concrete using C&D waste, Struct., 23 (2020) 279–288. https://doi.org/10.1016/j.istruc.2019.09.015 A. Abdulla, Axial strength of short concrete-filled plastic tubes, Struct., 27 (2020) 1786–1800. https://doi.org/10.1016/j.istruc.2020.07.061 M. Woldemariam, W. O. Oyawa, and T. Nyomboi, Structural performance of uPVC confined concrete equivalent cylinders under axial compression loads, Buildings, 9 (2019) 82. https://doi.org/10.3390/buildings9040082 G. Papanicolaou and I. C. Papantoniou, Mechanical behavior of textile reinforced concrete (TRC)/concrete composite elements, J. Adv. Concr. Technol., 8 (2010) 35–47. https://doi.org/10.3151/jact.8.35 -Y. Kim et al., Load-deflection behaviour of concrete slab-type elements casted on stay-in-place TRC formwork,” Compos. Struct., 244 (2020) 112310. https://doi.org/10.1016/j.compstruct.2020.112310 Wang, S. Yin, J. Zhu, and Z. Huang, Flexural performance of BFRP reinforced seawater sea-sand concrete beams with TRE SIP forms under a dry-wet environment, Appl. Ocean Res., 130 (2023) 103442. https://doi.org/10.1016/j.apor.2022.103442 Qiao, Z. Pan, W. Xue, and S. Meng, Experimental study on flexural behavior of ECC/RC composite beams with U-shaped ECC permanent formwork, Front. Struct. Civ. Eng., 13 (2019) 1271–1287. https://doi.org/10.1007/s11709-019-0556-0 De Sutter, O. Remy, T. Tysmans, and J. Wastiels, Development and experimental validation of a lightweight Stay-in-Place composite formwork for concrete beams, Constr. Build. Mater., 63 (2014) 33–39. https://doi.org/10.1016/j.conbuildmat.2014.03.032 Tian, Z. Zhou, Y. Zhang, and Y. Wei, Axial behavior of reinforced concrete column with ultra-high performance concrete stay-in-place formwork, Eng. Struct., 210 (2020) 110403. http://dx.doi.org/10.1016/j.engstruct.2020.110403 A. Graybeal, Compressive behavior of ultra-high-performance fiber-reinforced concrete, Mater. J., 104 (2007) 146-152, 2007. http://dx.doi.org/10.14359/18577 -F. Jiang, S.-L. Ma, and Z.-Q. Wu, Experimental study and theoretical analysis on slender concrete-filled CFRP–PVC tubular columns, Constr. Build. Mater., 53 (2014) 475–487. https://doi.org/10.1016/j.conbuildmat.2013.11.089 O. Oyawa, N. K. Gathimba, and N. M. Geoffrey, “Innovative composite concrete filled plastic tubes in compression,” Adv. Struct. Eng. Mech., (2015) 1–15. He, S. Lin, and H. Jiang, Confinement effect of concrete-filled steel tube columns with infill concrete of different strength grades, Front. Mater., 6 (2019) 71. https://doi.org/10.3389/fmats.2019.00071 Kildashti, B. Samali, and A. Malik, Experimental and numerical studies on the comparison between stay-in-place-and conventionally-formed reinforced concrete columns under concentric loading, Constr. Build. Mater., 258 (2020) 119631. https://doi.org/10.1016/j.conbuildmat.2020.119631 Zhu, B. Nematollahi, J. Pan, Y. Zhang, Z. Zhou, and Y. Zhang, 3D concrete printing of permanent formwork for concrete column construction, Cem. Concr. Compos., 121 (2021) 104039. https://doi.org/10.1016/j.cemconcomp.2021.104039 Liu, D. Huang, H. Wu, Y. Lu, and X. Luo, Axial compressive behavior of steel fiber reinforced concrete-filled square steel tube stub columns, J. Constr. Steel Res., 203 (2023) 107804. https://doi.org/10.1016/j.jcsr.2023.107804 Shen, W. Huang, J. Liu, and Z. Zhou, Axial compressive behavior of rubberized concrete-filled steel tube short columns, Case Stud. Constr. Mater., 16 (2022) e00851. Meng and K. H. Khayat, “Development of stay-in-place formwork using GFRP reinforced UHPC elements,” in International Interactive Symposium on Ultra-High Performance Concrete, Iowa State University Digital Press, 2016. http://dx.doi.org/10.21838/uhpc.2016.28 K. Pour, A. Shirkhani, N. S. Hamzehkolaei, Y. Zhuge, and E. N. Farsangi, Performance evaluation of composite concrete-filled steel tube columns by steel fibers and different cross-section shapes: Experimental and numerical investigations, J. Constr. Steel Res., 200 (2023) 107656. https://doi.org/10.1016/j.jcsr.2022.107656 Rong, X. Zhai, Z. Li, H. Cheng, A. Dong, and R. Zhang, Study on axial compression behavior of 7A04-T6 concrete-filled aluminum tubular columns, J. Build. Eng., 76 (2023) 2023. https://doi.org/10.1016/j.jobe.2023.107118 -F. Yan, M. Ahmed, and M.-N. He, Behavior and design of axially loaded high-strength concrete-filled circular aluminum tubular short columns, Struct., 44 (2022) 357–371. https://doi.org/10.1016/j.istruc.2022.07.088 Katzer and A. Skoratko, Using 3D printed formworks for the creation of steel fibre reinforced concrete-plastic columns, Constr. Build. Mater., 337 (2022) 127586. https://doi.org/10.1016/j.conbuildmat.2022.127586 H. N. Almamoori, F. H. Naser, and M. K. Dhahir, Effect of section shape on the behaviour of thin walled steel columns filled with light weight aggregate concrete: Experimental investigation, Case Stud. Constr. Mater., 13 (2020) e00356. https://doi.org/10.1016/j.cscm.2020.e00356 Haji, H. Naderpour, and A. Kheyroddin, Experimental study on influence of proposed FRP-strengthening techniques on RC circular short columns considering different types of damage index, Compos. Struct., 209 (2019) 112–128. https://doi.org/10.1016/j.compstruct.2018.10.088 Yang, J. Wang, and Z. Wang, Rectangular high-strength concrete columns confined with carbon fiber-reinforced polymer (CFRP) under eccentric compression loading, Constr. Build. Mater., 193 (2018) 604–622. https://doi.org/10.1016/j.conbuildmat.2018.10.226

Highlights

SIP formwork offers a cost-effective alternative to classic formwork systems, reducing construction expenses The review covers various types of SIP formworks for columns, including PVC, CFRP, steel tubes, and composite material The study explores the mechanical features and confinement efficiency of some SIP formwork types for RC columns The provides valuable insights for future research in this field

DOI

10.30684/etj.2023.139421.1428

First Page

1355

Last Page

1378

Download

Share

COinS