Development of the Discrete Kirchhoff-Mindlin Quadrilateral (DKMQ) Element for Composite Folded Plate Analysis

Authors

  • Kristofer Widjaja Student Master Program of Civil Engineering Petra Christian University, Surabaya, Indonesia Author

DOI:

https://doi.org/10.9744/acesa.v1i1.6860

Abstract

The paper was published in Civil Engineering Dimension Vol. 20, No. 1, 2018, as seen link below:

http://ced.petra.ac.id/index.php/civ/article/view/20644

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References

[1] Katili, I., “A New Discrete Kirchhoff-Mindlin Element Based on Mindlin-Reissner Plate Theory and Assumed Shear Strain Fields- Part II: an Extended DKQ Element for Thick-Plate Bending Analysis,” International Journal of Numerical Methods in Engineering, Wiley, Vol. 36, 1993, pp. 1885–1908.

[2] Peng, L. X., Liew, K. M., and Kitipornchai, S., “Bending Analysis of Folded Laminated Plates by the FSDT Meshfree Method,” Procedia Engineering, Elsevier, Vol. 14, 2011, pp. 2714–2721.

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Published

2018-03-12

Issue

Vol. 1 No. 1 (2018)

Section

Extended Abstract

License

Advances in Civil Engineering and Sustainable Architecture (e-ISSN: 2716-0890) is licensed under a Creative Commons Attribution 4.0 International License.

Creative Commons License