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Experimental study on flexural performance of GFRP profile-wood composite beams
- Source :
- Journal of Hebei University of Science and Technology, Vol 43, Iss 5, Pp 560-570 (2022)
- Publication Year :
- 2022
- Publisher :
- Hebei University of Science and Technology, 2022.
-
Abstract
- To solve the problems of single combination form and insufficient material utilization of glass fiber reinforced polymer(GFRP)-wood beams,three different combination forms of GFRP-wood beams,including the plate form,slot form and inverted T form GFRP-wood beams were proposed.Taking production process and combined form as parameter variables,six GFRP-wood beams were designed and tested.The results show that according to the test phenomena,the failure of the GFRP-wood beams can be divided into three types,including the tension fracture of the GFRP or wood,wrinkling instability of the wood and the longitudinal shear failure of the GFRP-wood beams.The ultimate load carrying capability of the GFRP-wood beam increases by 67.04% compared with the reference wood beam,and increases by 26.43% compared with the reference GFRP beam,respectively,indicating the combined effect is substantial.Among the three combination forms,the slot form GFRP-wood beams has the best mechanical property.However,the wood defects in the web zone can cause a reduction of the stiffness and strength of the GFRP-wood beams.The study result enriches the section form of GFRP-wood beams and production method,and improves the combined effect of the composite beams,which provides some reference for engineering application of similar beams.
Details
- Language :
- Chinese
- ISSN :
- 10081542
- Volume :
- 43
- Issue :
- 5
- Database :
- Directory of Open Access Journals
- Journal :
- Journal of Hebei University of Science and Technology
- Publication Type :
- Academic Journal
- Accession number :
- edsdoj.32a1098742664fc0bf0cd31e90ac6bf5
- Document Type :
- article
- Full Text :
- https://doi.org/10.7535/hbkd.2022yx05011