Effect of textile density and number of layers on the flexural behaviour of RC beams strengthened with steel reinforced grout systems-Reference-Cited by-同舟云学术

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Effect of textile density and number of layers on the flexural behaviour of RC beams strengthened with steel reinforced grout systems

Published:2024-06 Issue: Volume:430 Page:136424
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Alotaibi Sultan^ORCID,Thermou Georgia^ORCID,Hajirasouliha Iman^ORCID,Guadagnini Maurizio^ORCID

Publisher

Elsevier BV

Reference39 articles.

1. Matana M., Nanni A., Dharani L.R., Silva P., Tunis G. Bond Performance of steel reinforced polymer and steel reinforced grout. In: Proceedings of BBFS Conference. Hong Kong, December, 2005.

2. Properties and potential for application of steel reinforced polymer and steel reinforced grout composites;Huang;Compos. Part B: Eng.,2005

3. Mortar-based systems for externally bonded strengthening of masonry;de Felice;Mater. Struct.,2014

4. Flexural strengthening of rc beams with an externally bonded fabric-reinforced cementitious matrix;Babaeidarabad;J. Compos. Constr.,2014

5. Bencardino, F. & Ombres, L. Structural Performance of RC Beams Strengthened by SRG and FRCM System. IABSE Symposium Report. 97. 38-45.

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