Bending Behavior of Clamped Skew Plates
DOI:
https://doi.org/10.18311/jmmf/2023/45587Keywords:
Bending Analysis, Finite Element, Non-Dimensional Deflection Coefficients, Skew Plates.Abstract
The deflection analyses performed using MSC/NASTRAN on skew plates under different loads such as (concentrated and uniformly distributed loads) for clamped boundary conditions are presented in the present study. The CQUAD4 and CQUAD8 components of MSC/NASTRAN are verified using values from the literature. The CQUAD8 element was employed in the present experiments because it had been found to produce more effective results than the CQUAD4 element. For isotropic skew plates, the variation of deflection with regards to aspect ratio and length to thickness ratio is provided. With an increase in the skew angle, it appears that the deflections decrease.
Downloads
Metrics
Downloads
Published
How to Cite
Issue
Section
License
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
References
Morley LSD. Skew Plates and Structures. Oxford: Pergamon Press; 1963.
Warren WE. Bending of Rhombic Plates. AIAA J. 1964: 2:166-8. https://doi.org/10.2514/3.2260 DOI: https://doi.org/10.2514/3.2260
Kennedy JB. On bending of clamped Skew Plates under uniform pressure. J R Aeronaut Soc. 1965: 69:352-5. https://doi.org/10.1017/S0001924000059650 DOI: https://doi.org/10.1017/S0001924000059650
Aggarwal BD. Bending of parallelogram plates. J Eng Mech Div ASCE. 1967: 93(4):9-18. https://doi.org/10.1061/ JMCEA3.0000871 DOI: https://doi.org/10.1061/JMCEA3.0000871
Iyengar KTRS, Srinivasan RS. Clamped skew plates under uniform normal loading. J R Aeronaut Soc. 1967: 71:139- 40. https://doi.org/10.1017/S0001924000056256 DOI: https://doi.org/10.1017/S0001924000056256
Dawe DJ. Parallelogramic elements in the solution of rhombic cantilever plate problems. J Strain Anal Eng Des. 1966: 1(3):223-30. https://doi.org/10.1243/03093247V013223 DOI: https://doi.org/10.1243/03093247V013223
Kennedy JB. On the Deformation of parallelogramic sandwich panels. J R Aeronaut Soc. 1970: 74:496-501. https:// doi.org/10.1017/S0001924000114782 DOI: https://doi.org/10.1017/S0001924000114782
Monforton, G.R.; Schmit, L.A. Finite element analysis of skew plates in bending. AIAA J. 1968: 6:1150-3. https:// doi.org/10.2514/3.4688 DOI: https://doi.org/10.2514/3.4688
Kennedy JB, Gupta DSR. Bending of skew orthotropic plate structures. J Struct Div ASCE. 1976: 102:1559-79. https://doi.org/10.1061/JSDEAG.0004411 DOI: https://doi.org/10.1061/JSDEAG.0004411
Tham LG, Li WY, Cheung YK, Chen MJ. Bending of Skew Plates by Spline Finite Strip Method. Comput Struct. 1986: 22(1):31-8. https://doi.org/10.1016/0045- 7949(86)90082-9 DOI: https://doi.org/10.1016/0045-7949(86)90082-9
Ganga Rao HVS, Chaudhary VK. Analysis of skew and triangular plates in bending. Comput Struct. 1988: 28(2):223-35. https://doi.org/10.1016/0045- 7949(88)90043-0 DOI: https://doi.org/10.1016/0045-7949(88)90043-0
Argyris JH. Continua and discontinua. In: Proceedings of conferences on matrix methods in structural mechanics; WPAFB, OH. p. 1965: 112-9.
Sampath SG, Rao AK. Some Problems in the Flexure of thin Rectilinear Plates. Report 1128. Bangalore: Indian Institute of Science; 1966.
Brewster DW. Bending moments in elastic skew slabs. Struct Eng. 1961: 39:358-63.
Butalia TS, Kant T, Dixit VD. Performance of heterosis element for bending of skew rhombic plates. Comput Struct. 1990: 34(1):23-49. https://doi. org/10.1016/0045-7949(90)90298-G DOI: https://doi.org/10.1016/0045-7949(90)90298-G
Sengupta D. Performance study of a simple finite element in the analysis of skew rhombic plates. Comput Struct. 1995: 54(6):1173-82. https://doi. org/10.1016/0045-7949(94)00405-R DOI: https://doi.org/10.1016/0045-7949(94)00405-R
Kobayashi H, Ishikawa K, Turvey GJ. On bending of rhombic plates. J Struct Eng. Tokyo. 1995: 41-8.
Reddy ARK. Investigations on composite skew plates. PhD Thesis. Indian Institute of Technology, Madras; 1995.
Taylor RL, Ferdinando A. Linked interpolation for Reissner-Mindlin plate elements: part-II-a simple triangle. Int J Numer Methods Eng. 1993: 36:3057-66. https:// doi.org/10.1002/nme.1620361803 DOI: https://doi.org/10.1002/nme.1620361803
Iyengar KTSR, Srinivasan RS, Sundara Rajan C. Some studies on skew plates. Aerona J. 1971: 75:130-2. https:// doi.org/10.1017/S0001924000044894 DOI: https://doi.org/10.1017/S0001924000044894
Kale CS, Gopalacharyulu S, Ramachandra Rao BS. Analysis of a clamped skew plate under uniform loading. AIAA J. 1972: 10:695-97.4rn b https://doi. org/10.2514/3.50182 DOI: https://doi.org/10.2514/3.50182
Razzaque. Program for triangular bending elements with derivative smoothening. Int J Numer Methods Eng. 1973: 6:333-43. https://doi.org/10.1002/ nme.162006030 DOI: https://doi.org/10.1002/nme.1620060305