TY - GEN
T1 - Shear correction factor effect on Functionally Graded Material (FGM) composite beams with Discrete Shear Beam (DSB) element
AU - Ikramullah, M. Jeva
AU - Maknun, Imam Jauhari
N1 - Publisher Copyright:
© 2024 Author(s).
PY - 2024/2/6
Y1 - 2024/2/6
N2 - Composite material combines two or more materials into one combined material to get the desired characteristics of each material. Functionally Graded Material (FGM) is a type of composite material that combines two materials in the form of gradation of materials that is being developed as an alternative to the conventional composite material. To support this material, numerical simulation by the Finite Element Method (FEM) is very interesting. In this paper, the Discrete Shear Beam Element (DSB) element is used to evaluate the effect of the shear correction factor in FGM beam structures. In much of the literature, the shear correction factor is assumed to be constant. This assumption is correct for isotropic structures, but in FGM structures, this factor is not constant. A simply supported beam with various boundary conditions and thickness length ratio is evaluated to understand the effect of this factor. The results show that by using the true shear correction factor, the results will be close to the reference solution. Moreover, for the FGM beam with the significant ratio of modulus elasticity, the use of the true shear correction factor is a must to get a solution as close as possible to the reference solution.
AB - Composite material combines two or more materials into one combined material to get the desired characteristics of each material. Functionally Graded Material (FGM) is a type of composite material that combines two materials in the form of gradation of materials that is being developed as an alternative to the conventional composite material. To support this material, numerical simulation by the Finite Element Method (FEM) is very interesting. In this paper, the Discrete Shear Beam Element (DSB) element is used to evaluate the effect of the shear correction factor in FGM beam structures. In much of the literature, the shear correction factor is assumed to be constant. This assumption is correct for isotropic structures, but in FGM structures, this factor is not constant. A simply supported beam with various boundary conditions and thickness length ratio is evaluated to understand the effect of this factor. The results show that by using the true shear correction factor, the results will be close to the reference solution. Moreover, for the FGM beam with the significant ratio of modulus elasticity, the use of the true shear correction factor is a must to get a solution as close as possible to the reference solution.
UR - http://www.scopus.com/inward/record.url?scp=85185784302&partnerID=8YFLogxK
U2 - 10.1063/5.0144004
DO - 10.1063/5.0144004
M3 - Conference contribution
AN - SCOPUS:85185784302
T3 - AIP Conference Proceedings
BT - AIP Conference Proceedings
A2 - Kusuma, Andyka
A2 - Fatriansyah, Jaka Fajar
A2 - Dhelika, Radon
A2 - Pratama, Mochamad Adhiraga
A2 - Irwansyah, Ridho
A2 - Maknun, Imam Jauhari
A2 - Putra, Wahyuaji Narottama
A2 - Ardi, Romadhani
A2 - Harwahyu, Ruki
A2 - Harahap, Yulia Nurliani
A2 - Lischer, Kenny
PB - American Institute of Physics Inc.
T2 - 17th International Conference on Quality in Research, QiR 2021 in conjunction with the International Tropical Renewable Energy Conference 2021, I-Trec 2021 and the 2nd AUN-SCUD International Conference, CAIC-SIUD
Y2 - 13 October 2021 through 15 October 2021
ER -