SKRINAR, Matjaž . The Use of Program MATHEMATICA In the Finite Element Method for Thin Planet Analysis. Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], v. 39, n.1-2, p. 35-42, november 2017. ISSN 0039-2480. Available at: <https://www.sv-jme.eu/article/the-use-of-program-mathematica-in-the-finite-element-method-for-thin-planet-analysis/>. Date accessed: 11 dec. 2024. doi:http://dx.doi.org/.
Skrinar, M. (1993). The Use of Program MATHEMATICA In the Finite Element Method for Thin Planet Analysis. Strojniški vestnik - Journal of Mechanical Engineering, 39(1-2), 35-42. doi:http://dx.doi.org/
@article{., author = {Matjaž Skrinar}, title = {The Use of Program MATHEMATICA In the Finite Element Method for Thin Planet Analysis}, journal = {Strojniški vestnik - Journal of Mechanical Engineering}, volume = {39}, number = {1-2}, year = {1993}, keywords = {program MATHEMATICA; Finite element method; thin plate analysis; }, abstract = {The article presents the use of the program MATHEMATICA in the finite element method. The entire computation of the stiffness matrix and load vector was computed with the program. Such an element has 9 node points with four degrees of freedom per node, that is 36 degrees of freedom. Such a choice of degrees of freedom achieves C1 continuity. Because a name for such an element was not found in the literature, it was named H9. The element was tested with numerical examples and the obtained result were compared with exact values and with result obtained by computation with elements with lower value degrees of freedom (element BFS1).}, issn = {0039-2480}, pages = {35-42}, doi = {}, url = {https://www.sv-jme.eu/article/the-use-of-program-mathematica-in-the-finite-element-method-for-thin-planet-analysis/} }
Skrinar, M. 1993 November 39. The Use of Program MATHEMATICA In the Finite Element Method for Thin Planet Analysis. Strojniški vestnik - Journal of Mechanical Engineering. [Online] 39:1-2
%A Skrinar, Matjaž %D 1993 %T The Use of Program MATHEMATICA In the Finite Element Method for Thin Planet Analysis %B 1993 %9 program MATHEMATICA; Finite element method; thin plate analysis; %! The Use of Program MATHEMATICA In the Finite Element Method for Thin Planet Analysis %K program MATHEMATICA; Finite element method; thin plate analysis; %X The article presents the use of the program MATHEMATICA in the finite element method. The entire computation of the stiffness matrix and load vector was computed with the program. Such an element has 9 node points with four degrees of freedom per node, that is 36 degrees of freedom. Such a choice of degrees of freedom achieves C1 continuity. Because a name for such an element was not found in the literature, it was named H9. The element was tested with numerical examples and the obtained result were compared with exact values and with result obtained by computation with elements with lower value degrees of freedom (element BFS1). %U https://www.sv-jme.eu/article/the-use-of-program-mathematica-in-the-finite-element-method-for-thin-planet-analysis/ %0 Journal Article %R %& 35 %P 8 %J Strojniški vestnik - Journal of Mechanical Engineering %V 39 %N 1-2 %@ 0039-2480 %8 2017-11-11 %7 2017-11-11
Skrinar, Matjaž. "The Use of Program MATHEMATICA In the Finite Element Method for Thin Planet Analysis." Strojniški vestnik - Journal of Mechanical Engineering [Online], 39.1-2 (1993): 35-42. Web. 11 Dec. 2024
TY - JOUR AU - Skrinar, Matjaž PY - 1993 TI - The Use of Program MATHEMATICA In the Finite Element Method for Thin Planet Analysis JF - Strojniški vestnik - Journal of Mechanical Engineering DO - KW - program MATHEMATICA; Finite element method; thin plate analysis; N2 - The article presents the use of the program MATHEMATICA in the finite element method. The entire computation of the stiffness matrix and load vector was computed with the program. Such an element has 9 node points with four degrees of freedom per node, that is 36 degrees of freedom. Such a choice of degrees of freedom achieves C1 continuity. Because a name for such an element was not found in the literature, it was named H9. The element was tested with numerical examples and the obtained result were compared with exact values and with result obtained by computation with elements with lower value degrees of freedom (element BFS1). UR - https://www.sv-jme.eu/article/the-use-of-program-mathematica-in-the-finite-element-method-for-thin-planet-analysis/
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TY - JOUR AU - Skrinar, Matjaž PY - 2017/11/11 TI - The Use of Program MATHEMATICA In the Finite Element Method for Thin Planet Analysis JF - Strojniški vestnik - Journal of Mechanical Engineering; Vol 39, No 1-2 (1993): Strojniški vestnik - Journal of Mechanical Engineering DO - KW - program MATHEMATICA, Finite element method, thin plate analysis, N2 - The article presents the use of the program MATHEMATICA in the finite element method. The entire computation of the stiffness matrix and load vector was computed with the program. Such an element has 9 node points with four degrees of freedom per node, that is 36 degrees of freedom. Such a choice of degrees of freedom achieves C1 continuity. Because a name for such an element was not found in the literature, it was named H9. The element was tested with numerical examples and the obtained result were compared with exact values and with result obtained by computation with elements with lower value degrees of freedom (element BFS1). UR - https://www.sv-jme.eu/article/the-use-of-program-mathematica-in-the-finite-element-method-for-thin-planet-analysis/
Skrinar, Matjaž"The Use of Program MATHEMATICA In the Finite Element Method for Thin Planet Analysis" Strojniški vestnik - Journal of Mechanical Engineering [Online], Volume 39 Number 1-2 (11 November 2017)
Strojniški vestnik - Journal of Mechanical Engineering 39(1993)1-2, 35-42
© The Authors, CC-BY 4.0 Int. Change in copyright policy from 2022, Jan 1st.
The article presents the use of the program MATHEMATICA in the finite element method. The entire computation of the stiffness matrix and load vector was computed with the program. Such an element has 9 node points with four degrees of freedom per node, that is 36 degrees of freedom. Such a choice of degrees of freedom achieves C1 continuity. Because a name for such an element was not found in the literature, it was named H9. The element was tested with numerical examples and the obtained result were compared with exact values and with result obtained by computation with elements with lower value degrees of freedom (element BFS1).