Axial Compression Performance Test and Bearing Capacity Calculation of RC Square Column Strengthened by FRP Textile Grid-reinforced ECC
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-2210-6.pdf
Reference44 articles.
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2. AL-Gemeel AN, Yan ZG (2019) Using textile reinforced engineered cementitious composite for concrete columns confinement. Composite Structures 210(2019):695–706, DOI: https://doi.org/10.1016/j.compstruct.2018.11.093
3. AL-Gemeel AN, Yan ZG, Youssf O (2019) Experimental investigation of basalt textile reinforced engineered cementitious composite under apparent hoop tensile loading. Journal of Building Engineering 23:270–279, DOI: https://doi.org/10.1016/j.jobe.2019.01.037
4. Basalo F, Matta F, Nanni A (2012) Fiber reinforced cement-based composite system for concrete confinement. Construction and Building Materials 31(7):55–65, DOI: https://doi.org/10.1016/j.conbuildmat.2010.12.063
5. Colomb F, Tobbi H, Ferrier E, Hamelin P (2008) Seismic retrofit of reinforced concrete short columns by CFRP materials. Composite Structures 82:475–87, DOI: https://doi.org/10.1016/j.compstruct.2007.01.028
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1. Slenderness effects on concrete-filled square steel tube columns strengthened with CFRP grid-reinforced ECC matrix;Engineering Structures;2024-09
2. The Effect of Section Enlargement with Cementitious Grout on the Eccentric Compression Behavior of RC Columns;KSCE Journal of Civil Engineering;2024-05-02
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