Rehabilitation of Composite Column Subjected to Axial Load
Vol. 8 No. 3 (2022): March
Research Articles
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Doi: 10.28991/CEJ-2022-08-03-013
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Hassooni, A. N., & Al-Zaidee, S. R. (2022). Rehabilitation of Composite Column Subjected to Axial Load. Civil Engineering Journal, 8(3), 595–611. https://doi.org/10.28991/CEJ-2022-08-03-013
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[1] Han, L.H. (2009). Concrete-filled steel tubular structures-theory and practice. (2nd Ed.). China Science Press, Beijing, China.
[2] Dong, J. F., Wang, Q. Y., & Guan, Z. W. (2013). Structural behaviour of recycled aggregate concrete filled steel tube columns strengthened by CFRP. Engineering Structures, 48, 532–542. doi:10.1016/j.engstruct.2012.11.006.
[3] Chang, X., Luo, X., Zhu, C., & Tang, C. (2014). Analysis of circular concrete-filled steel tube (CFT) support in high ground stress conditions. Tunnelling and Underground Space Technology, 43, 41–48. doi:10.1016/j.tust.2014.04.002.
[4] Han, L. H., Li, W., & Bjorhovde, R. (2014). Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members. Journal of Constructional Steel Research, 100, 211–228. doi:10.1016/j.jcsr.2014.04.016.
[5] Liu, H., Wang, Y., He, M., Shi, Y., & Waisman, H. (2015). Strength and ductility performance of concrete-filled steel tubular columns after long-term service loading. Engineering Structures, 100, 308–325. doi:10.1016/j.engstruct.2015.06.024.
[6] Giakoumelis, G., & Lam, D. (2004). Axial capacity of circular concrete-filled tube columns. Journal of Constructional Steel Research, 60(7), 1049–1068. doi:10.1016/j.jcsr.2003.10.001.
[7] Kaya, A., Dawood, M., & Gencturk, B. (2015). Repair of corroded and buckled short steel columns using concrete-filled GFRP jackets. Construction and Building Materials, 94, 20–27. doi:10.1016/j.conbuildmat.2015.06.040.
[8] Tao, Z., Han, L. H., & Wang, L. L. (2007). Compressive and flexural behaviour of CFRP-repaired concrete-filled steel tubes after exposure to fire. Journal of Constructional Steel Research, 63(8), 1116–1126. doi:10.1016/j.jcsr.2006.09.007.
[9] Lai, M. H., & Ho, J. C. M. (2014). Confinement effect of ring-confined concrete-filled-steel-tube columns under uni-axial load. Engineering Structures, 67, 123–141. doi:10.1016/j.engstruct.2014.02.013.
[10] Almasslawi, A., Ekmekyapar, T., & Al-Eliwi, B. J. M. (2020). Repair of Buckled Concrete Filled Steel Tube Columns Subjected to Axial Compression. KSCE Journal of Civil Engineering, 24(5), 1499–1508. doi:10.1007/s12205-020-0321-x.
[11] Ekmekyapar, T., & Al-Eliwi, B. J. M. (2017). Concrete filled double circular steel tube (CFDCST) stub columns. Engineering Structures, 135, 68–80. doi:10.1016/j.engstruct.2016.12.061.
[12] Ramanagopal, S. (2018). Case Study on Double tube Stub columns. Indian Journal of Science and Technology, 11(21), 1–9. doi:10.17485/ijst/2018/v11i21/122490.
[13] Yan, X. F., & Zhao, Y. G. (2020). Compressive strength of axially loaded circular concrete-filled double-skin steel tubular short columns. Journal of Constructional Steel Research, 170, 106114. doi:10.1016/j.jcsr.2020.106114.
[14] Yan, X. F., Zhao, Y. G., Lin, S., & Zhang, H. (2021). Confining stress path-based compressive strength model of axially compressed circular concrete-filled double-skin steel tubular short columns. Thin-Walled Structures, 165, 107949. doi:10.1016/j.tws.2021.107949.
[15] He, L., Lin, S., & Jiang, H. (2019). Confinement effect of concrete-filled steel tube columns with infill concrete of different strength grades. Frontiers in Materials, 6, 71. doi:10.3389/fmats.2019.00071.
[16] Ke, X., Xiang, W., Peng, X., & Dan, Y. (2022). Axial Compression Performance and Residual Strength Calculation of Concrete-Encased CFST Composite Columns Exposure to High Temperature. Applied Sciences, 12(1), 480. doi:10.3390/app12010480.
[17] Naji, A. J., Al-Jelawy, H. M., Saadoon, S. A., & Ejel, A. T. (2021). Rehabilitation and strengthening techniques for reinforced concrete columns: review. Journal of Physics: Conference Series, 1895(1), 012049. doi:10.1088/1742-6596/1895/1/012049.
[18] Hadi, A. H., Hasgur, Z., & Hemzah, S. A. (2021). Rehabilitation of eccentrically loaded reinforced concrete columns using CFRP Products. Journal of Physics: Conference Series, 1973(1). doi:10.1088/1742-6596/1973/1/012209.
[19] Jamkhaneh, M. E., & Kafi, M. A. (2019). Experimental Assessment of Partially Encased Composite Columns Behavior under Compressive and Bending Moment Loading”. Journal of Rehabilitation in Civil Engineering, 7–1, 70–82.
[20] Al-Adawy, K. S., El.Shafey, N. F., & Kassem, M. E. (2021). Behavior of composite columns repaired by CFRP and subjected to uniaxial and biaxial eccentric load. HBRC Journal, 17(1), 289–328. doi:10.1080/16874048.2021.1938891.
[21] ASTM C39. (2015). Compressive Strength of Cylindrical Concrete Specimens. ASTM International, Pennsylvania, United States.
[22] ASTM C496-96. (2017). Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. ASTM International, Pennsylvania, United States.
[23] ASTM C293-08. (2010). Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Center-Point Loading). ASTM International, Pennsylvania, United States.
[24] ASTM C597-02. (2016). Standard Test Method for Pulse Velocity through Concrete. ASTM International, Pennsylvania, United States.
[25] ASTM A370-21. (2021). Standard Specifications for Carbon Steel bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength. ASTM International, Pennsylvania, United States.
[2] Dong, J. F., Wang, Q. Y., & Guan, Z. W. (2013). Structural behaviour of recycled aggregate concrete filled steel tube columns strengthened by CFRP. Engineering Structures, 48, 532–542. doi:10.1016/j.engstruct.2012.11.006.
[3] Chang, X., Luo, X., Zhu, C., & Tang, C. (2014). Analysis of circular concrete-filled steel tube (CFT) support in high ground stress conditions. Tunnelling and Underground Space Technology, 43, 41–48. doi:10.1016/j.tust.2014.04.002.
[4] Han, L. H., Li, W., & Bjorhovde, R. (2014). Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members. Journal of Constructional Steel Research, 100, 211–228. doi:10.1016/j.jcsr.2014.04.016.
[5] Liu, H., Wang, Y., He, M., Shi, Y., & Waisman, H. (2015). Strength and ductility performance of concrete-filled steel tubular columns after long-term service loading. Engineering Structures, 100, 308–325. doi:10.1016/j.engstruct.2015.06.024.
[6] Giakoumelis, G., & Lam, D. (2004). Axial capacity of circular concrete-filled tube columns. Journal of Constructional Steel Research, 60(7), 1049–1068. doi:10.1016/j.jcsr.2003.10.001.
[7] Kaya, A., Dawood, M., & Gencturk, B. (2015). Repair of corroded and buckled short steel columns using concrete-filled GFRP jackets. Construction and Building Materials, 94, 20–27. doi:10.1016/j.conbuildmat.2015.06.040.
[8] Tao, Z., Han, L. H., & Wang, L. L. (2007). Compressive and flexural behaviour of CFRP-repaired concrete-filled steel tubes after exposure to fire. Journal of Constructional Steel Research, 63(8), 1116–1126. doi:10.1016/j.jcsr.2006.09.007.
[9] Lai, M. H., & Ho, J. C. M. (2014). Confinement effect of ring-confined concrete-filled-steel-tube columns under uni-axial load. Engineering Structures, 67, 123–141. doi:10.1016/j.engstruct.2014.02.013.
[10] Almasslawi, A., Ekmekyapar, T., & Al-Eliwi, B. J. M. (2020). Repair of Buckled Concrete Filled Steel Tube Columns Subjected to Axial Compression. KSCE Journal of Civil Engineering, 24(5), 1499–1508. doi:10.1007/s12205-020-0321-x.
[11] Ekmekyapar, T., & Al-Eliwi, B. J. M. (2017). Concrete filled double circular steel tube (CFDCST) stub columns. Engineering Structures, 135, 68–80. doi:10.1016/j.engstruct.2016.12.061.
[12] Ramanagopal, S. (2018). Case Study on Double tube Stub columns. Indian Journal of Science and Technology, 11(21), 1–9. doi:10.17485/ijst/2018/v11i21/122490.
[13] Yan, X. F., & Zhao, Y. G. (2020). Compressive strength of axially loaded circular concrete-filled double-skin steel tubular short columns. Journal of Constructional Steel Research, 170, 106114. doi:10.1016/j.jcsr.2020.106114.
[14] Yan, X. F., Zhao, Y. G., Lin, S., & Zhang, H. (2021). Confining stress path-based compressive strength model of axially compressed circular concrete-filled double-skin steel tubular short columns. Thin-Walled Structures, 165, 107949. doi:10.1016/j.tws.2021.107949.
[15] He, L., Lin, S., & Jiang, H. (2019). Confinement effect of concrete-filled steel tube columns with infill concrete of different strength grades. Frontiers in Materials, 6, 71. doi:10.3389/fmats.2019.00071.
[16] Ke, X., Xiang, W., Peng, X., & Dan, Y. (2022). Axial Compression Performance and Residual Strength Calculation of Concrete-Encased CFST Composite Columns Exposure to High Temperature. Applied Sciences, 12(1), 480. doi:10.3390/app12010480.
[17] Naji, A. J., Al-Jelawy, H. M., Saadoon, S. A., & Ejel, A. T. (2021). Rehabilitation and strengthening techniques for reinforced concrete columns: review. Journal of Physics: Conference Series, 1895(1), 012049. doi:10.1088/1742-6596/1895/1/012049.
[18] Hadi, A. H., Hasgur, Z., & Hemzah, S. A. (2021). Rehabilitation of eccentrically loaded reinforced concrete columns using CFRP Products. Journal of Physics: Conference Series, 1973(1). doi:10.1088/1742-6596/1973/1/012209.
[19] Jamkhaneh, M. E., & Kafi, M. A. (2019). Experimental Assessment of Partially Encased Composite Columns Behavior under Compressive and Bending Moment Loading”. Journal of Rehabilitation in Civil Engineering, 7–1, 70–82.
[20] Al-Adawy, K. S., El.Shafey, N. F., & Kassem, M. E. (2021). Behavior of composite columns repaired by CFRP and subjected to uniaxial and biaxial eccentric load. HBRC Journal, 17(1), 289–328. doi:10.1080/16874048.2021.1938891.
[21] ASTM C39. (2015). Compressive Strength of Cylindrical Concrete Specimens. ASTM International, Pennsylvania, United States.
[22] ASTM C496-96. (2017). Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. ASTM International, Pennsylvania, United States.
[23] ASTM C293-08. (2010). Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Center-Point Loading). ASTM International, Pennsylvania, United States.
[24] ASTM C597-02. (2016). Standard Test Method for Pulse Velocity through Concrete. ASTM International, Pennsylvania, United States.
[25] ASTM A370-21. (2021). Standard Specifications for Carbon Steel bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength. ASTM International, Pennsylvania, United States.
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