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Experimental Research on Flexural Strengthening of Two-Way Reinforced Concrete Slabs Using Carbon Fiber Reinforced Polymer Sheets

Nguyen, Manh Hung / Tran, Thuy Duong / Nguyen, Trung Hieu

Abstract In this paper, the strengthening of two-way reinforced concrete (R/C) slabs using Carbon Fiber Reinforced Polymer (CFRP) sheets is evaluated experimentally. Five identical square R/C slabs with 1200 mm side length and 60 mm thickness were constructed and tested to failure under a monotonic central loading point. One un-strengthened slab was used as reference slab while four slabs were strengthened with CFRP sheets. The obtained results of this experimental research have shown the flexural behavior of strengthened slab by CFRP materials and the strengthening effectiveness for moment resist of R/C slab using this material.

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Experimental Research on Flexural Strengthening of Two-Way Reinforced Concrete Slabs Using Carbon Fiber Reinforced Polymer Sheets

Nguyen, Manh Hung / Tran, Thuy Duong / Nguyen, Trung Hieu

Abstract In this paper, the strengthening of two-way reinforced concrete (R/C) slabs using Carbon Fiber Reinforced Polymer (CFRP) sheets is evaluated experimentally. Five identical square R/C slabs with 1200 mm side length and 60 mm thickness were constructed and tested to failure under a monotonic central loading point. One un-strengthened slab was used as reference slab while four slabs were strengthened with CFRP sheets. The obtained results of this experimental research have shown the flexural behavior of strengthened slab by CFRP materials and the strengthening effectiveness for moment resist of R/C slab using this material.

Experimental Research on Flexural Strengthening of Two-Way Reinforced Concrete Slabs Using Carbon Fiber Reinforced Polymer Sheets

Nguyen, Manh Hung / Tran, Thuy Duong / Nguyen, Trung Hieu

Abstract In this paper, the strengthening of two-way reinforced concrete (R/C) slabs using Carbon Fiber Reinforced Polymer (CFRP) sheets is evaluated experimentally. Five identical square R/C slabs with 1200 mm side length and 60 mm thickness were constructed and tested to failure under a monotonic central loading point. One un-strengthened slab was used as reference slab while four slabs were strengthened with CFRP sheets. The obtained results of this experimental research have shown the flexural behavior of strengthened slab by CFRP materials and the strengthening effectiveness for moment resist of R/C slab using this material.

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Titel:

Experimental Research on Flexural Strengthening of Two-Way Reinforced Concrete Slabs Using Carbon Fiber Reinforced Polymer Sheets

Beteiligte:

Nguyen, Manh Hung (Autor:in) / Tran, Thuy Duong (Autor:in) / Nguyen, Trung Hieu (Autor:in)

Erschienen in:

Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures ; 878-884

Lecture Notes in Civil Engineering ; 8

Erscheinungsdatum:

21.10.2017

Format / Umfang:

7 pages

ISBN:

978-981-10-6713-6 , 978-981-10-6712-9

ISSN:

2366-2557 , 2366-2565

DOI:

https://doi.org/10.1007/978-981-10-6713-6_87

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Strengthening , Carbon fiber reinforced polymer , Two-way slab , Flexural strength Engineering , Civil Engineering , Geotechnical Engineering & Applied Earth Sciences , Hydrology/Water Resources , Climate Change , Pollution, general

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