Nowadays, the demand for fiber-based composites increases continuously compared to conventional materials because of their excellent mechanical properties. Synthetic fibers have specific advantages over natural fibers. It includes strength to weight ratio, durability, wrinkle resistance, and the ability to absorb moisture is less. However, the synthetic material having a few demerits also. To overcome the drawbacks of the synthetic fiber-based composite, an attempt is made to fabricate the hybrid composite specimen to obtain the combined benefits of the synthetic and natural fiber-based composites. The potential applications of the hybrid composites are aerospace, marine, and industrial structural applications. The composite specimen has been fabricated by using different natural and synthetic fibers, namely, Abaca (A), Hemp (H), Kevlar (K), and Glass (G). The three different hybrid composite specimens have been fabricated, each consisting of 5 layers are as follows, 1) the first and last layers of the specimen are Kevlar, and the remaining layers are Abaca fibers, 2) the first and last layers are Glass, and remaining layers are Hemp fibers, 3) first and the last layer is Glass, and remaining layers are Abaca fibers. The experimental results of the Glass/Hemp based composite have been compared with the simulation results. A good agreement has been found between the experimental and the simulation results. The Kevlar/Abaca composite displays a maximum load-carrying capacity in tensile, flexural, and impact is 5600 N, 86 kgf, and 3.625 J, respectively, followed by the Glass/Hemp and Glass/Abaca composites. It is due to the load being transferred in the following order during tests, which is as follows: matrix, natural fibers, and synthetic fibers. The displacement corresponds to load, which also increases during tests due to the percentage of elongation of the fibers. The interfacial bonding between the matrix and the fiber is also responsible for better results.
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Univ Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Coll Civil & Resource Engn, Beijing, Peoples R China
Xian Univ Architectural & Technol, Coll Civil Engn, Xian, Shaanxi, Peoples R ChinaUniv Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Coll Civil & Resource Engn, Beijing, Peoples R China
Huang, Bin
Ma, Minglei
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China Construct Eighth Engn Div Co Ltd, Res Ctr Shanghai Carbon Fiber Composite Applicat T, Shanghai 200122, Peoples R ChinaUniv Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Coll Civil & Resource Engn, Beijing, Peoples R China
Ma, Minglei
Liu, Xiaogang
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Univ Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Coll Civil & Resource Engn, Beijing, Peoples R ChinaUniv Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Coll Civil & Resource Engn, Beijing, Peoples R China
Liu, Xiaogang
Shi, Zheng
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Univ Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Coll Civil & Resource Engn, Beijing, Peoples R ChinaUniv Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Coll Civil & Resource Engn, Beijing, Peoples R China
Shi, Zheng
Wang, Anni
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Univ Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Coll Civil & Resource Engn, Beijing, Peoples R ChinaUniv Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Coll Civil & Resource Engn, Beijing, Peoples R China
Wang, Anni
Xu, Guowen
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China Construct Eighth Engn Div Co Ltd, Res Ctr Shanghai Carbon Fiber Composite Applicat T, Shanghai 200122, Peoples R ChinaUniv Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Coll Civil & Resource Engn, Beijing, Peoples R China
Xu, Guowen
Yue, Qing-rui
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Univ Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Coll Civil & Resource Engn, Beijing, Peoples R China
Xian Univ Architectural & Technol, Coll Civil Engn, Xian, Shaanxi, Peoples R ChinaUniv Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Coll Civil & Resource Engn, Beijing, Peoples R China