Shear performance of timber-GFRP double-lap adhesive joints for civil engineering applications
Author:
Affiliation:
1. Dipartimento di Ingegneria Civile, Edile e Architettura (DICEA), Università Politecnica delle Marche, Ancona, Italy
2. eCampus telematic University, Novedrate, Italy
Publisher
Informa UK Limited
Subject
Materials Chemistry,Surfaces, Coatings and Films,Surfaces and Interfaces,Mechanics of Materials,General Chemistry
Link
https://www.tandfonline.com/doi/pdf/10.1080/01694243.2021.1998295
Reference41 articles.
1. Mechanical performance reduction of GFRP specimens with polyester matrix exposed to continuous condensation
2. Interface debonding failure in beams strengthened with externally bonded GFRP
3. Bonding dissimilar materials via adhesively bonded spot-welded joints: cohesive zone model technique
4. Use of FRP pultruded members for electricity transmission towers
5. A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties
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1. Flexural behaviour of wood beams strengthened by flax-glass hybrid FRP subjected to hygrothermal and weathering exposures;Construction and Building Materials;2023-02
2. Durability of epoxy and polyurethane bonded timber-hybrid FRP joints under hygrothermal and weathering conditions;Journal of Building Engineering;2022-10
3. Bond behaviour and thermal stability of flax/glass hybrid fibre reinforced polymer–timber structures connected by polyurethane;Construction and Building Materials;2022-03
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