TY - JOUR
T1 - Effects of mechanical vibration on designed steel-based plate geometries
T2 - Behavioral estimation subjected to applied material classes using finite-element method
AU - Lenggana, Bhre Wangsa
AU - Prabowo, Aditya Rio
AU - Ubaidillah, Ubaidillah
AU - Imaduddin, Fitrian
AU - Surojo, Eko
AU - Nubli, Haris
AU - Adiputra, Ristiyanto
N1 - Funding Information:
This work was supported by the RKAT PTNBH Universitas Sebelas Maret, Surakarta under Scheme of “Penelitian Unggulan UNS” (PU-UNS) – Year 2021, with Grant/Contract No. 260/UN27.22/HK.07.00/2021. The support is gratefully acknowledged by the authors.
Publisher Copyright:
© 2021 B. Wangsa Lenggana et al.
PY - 2021/1/1
Y1 - 2021/1/1
N2 - A research subject in structural engineering is the problem of vibration under a loading object. The two-dimensional (2D) model of a structure under loading is an example. In general, this case uses an object that is given a random frequency, which then causes various changes in shape depending on the frequency model. To determine the difference in performance by looking at the different forms of each mode, modal analysis with ANSYS was used. The samples to be simulated were metal plates with three variations of the model, namely, a virgin metal plate without any holes or stiffness, plates with given holes, and metal plates with stiffness on one side. The model was simulated with modal analysis, so that 20 natural frequencies were recorded. The sample also used different materials: low-carbon steel materials (AISI 304), marine materials (AISI 1090), and ice-class materials (AR 235). Several random-frequency models proved the deformation of different objects. Variations of sheet-metal designs were applied, such as pure sheet metal, giving holes to the sides, and stiffening the simulated metal sheet.
AB - A research subject in structural engineering is the problem of vibration under a loading object. The two-dimensional (2D) model of a structure under loading is an example. In general, this case uses an object that is given a random frequency, which then causes various changes in shape depending on the frequency model. To determine the difference in performance by looking at the different forms of each mode, modal analysis with ANSYS was used. The samples to be simulated were metal plates with three variations of the model, namely, a virgin metal plate without any holes or stiffness, plates with given holes, and metal plates with stiffness on one side. The model was simulated with modal analysis, so that 20 natural frequencies were recorded. The sample also used different materials: low-carbon steel materials (AISI 304), marine materials (AISI 1090), and ice-class materials (AR 235). Several random-frequency models proved the deformation of different objects. Variations of sheet-metal designs were applied, such as pure sheet metal, giving holes to the sides, and stiffening the simulated metal sheet.
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U2 - 10.1515/cls-2021-0021
DO - 10.1515/cls-2021-0021
M3 - Article
AN - SCOPUS:85107180484
SN - 2353-7396
VL - 8
SP - 225
EP - 240
JO - Curved and Layered Structures
JF - Curved and Layered Structures
IS - 1
ER -