The behavior of strengthened and repaired RC columns with (CFRP) rope under different preloading levels-Reference-Cited by-同舟云学术

The behavior of strengthened and repaired RC columns with (CFRP) rope under different preloading levels

Published:2023-02-20 Issue:14 Volume:27 Page:4212-4236
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Ashteyat Ahmed M.¹,Obaidat Ala’ Taleb²,Obaidat Yasmeen Taleb³,Abdel-Jaber Mu’atsem¹⁴⁵,Al-Tarawneh Dania¹

Affiliation:

1. Civil Engineering Department, University of Jordan, Amman, Jordan

2. Civil Engineering Department, Philadelphia University, Amman, Jordan

3. Civil Engineering Department, Jordan University of Science and Technology, Irbid, Jordan

4. Faculty of Engineering, Department of Civil Engineering, Al-Ahliyya Amman University, Amman, Jordan

5. On Sabbatical Leave from Department of Civil Engineering, the University of Jordan, Amman, Jordan

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2023.2179668

Reference52 articles.

1. ACI-318. (2014). Building code requirements for reinforced concrete and commentary. American Concrete Institute. https://www.concr ete.org/store/productdetail.aspx?ItemID¼318U14&Language¼English.

2. Experimental and analytical investigation of using externally bonded, hybrid, fiber-reinforced polymers to repair and strengthen heated, damaged RC beams in flexure

3. Strengthening of RC beams by external steel plate using mechanical connection technique;Alfeehan A.;Journal of Engineering and Development,,2014

4. Strengthening and repair of one-way and two-way self-compacted concrete slabs using near-surface-mounted carbon-fiber-reinforced polymers

5. Compressive behaviour of concrete cylindrical FRP-confined columns subjected to a new sequential loading technique

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