Experimental and analytical analysis for bending load capacity of old timber beams with defects when reinforced with carbon fiber strips-Reference-Cited by-同舟云学术

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Experimental and analytical analysis for bending load capacity of old timber beams with defects when reinforced with carbon fiber strips

Published:2018-02 Issue: Volume:186 Page:29-38
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Rescalvo Francisco J.,Valverde-Palacios Ignacio,Suarez Elisabet^ORCID,Gallego Antolino

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference36 articles.

1. A feasibility study for strengthening timber beams with fiberglass;Theakston;Can Agric Eng,1965

2. Analysis of wood-fiberglass composite beams within and beyond the elastic region;Biblis;FPJ,1965

3. Influence of fiber strength on sheet properties of hardwood pulps;Kellogg;Tappi,1964

4. Carbon fiber-reinforced polymers: modern materials in bridge engineering;Meier;Struct Eng Int,1992

5. FRP-reinforced wood as structural material;Plevris;J Mater Civ Eng,1992

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1. Flexural behavior of finger joint connected glulam wooden beams strengthened with CFRP strips;Structures;2024-08

2. Effect of CFRP winding modes on axial compressive damage performance of wood components;Construction and Building Materials;2024-05

3. Strengthening of Laminated Veneer Lumber Slabs with Fiber-Reinforced Polymer Sheets—Preliminary Study;Fibers;2024-02-28

4. Comparative Study on Complete Characterisation of Elastic–Ductile Compressive Behaviour of Aged and New Norway Spruce Timber;International Journal of Architectural Heritage;2024-01-12

5. Load and Deformation Analysis in Experimental and Numerical Studies of Full-Size Wooden Beams Reinforced with Prestressed FRP and Steel Bars;Applied Sciences;2023-12-12

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