STUDI ELEMEN DISCRETE-KIRCHHOFF MINDLIN QUADRILATERAL (DKMQ) UNTUK ANALISIS STATIK PELAT LENTUR DAN PENGEMBANGAN UNTUK ANALISIS TEKUK PELAT
(1) Mahasiswa Program Studi Teknik Sipil Universitas Kristen Petra Surabaya
(2) Mahasiswa Program Studi Teknik Sipil Universitas Kristen Petra Surabaya
(3) Dosen Program Studi Teknik Sipil Universitas Kristen Petra Surabaya
(*) Corresponding Author
Abstract
Keywords
Full Text:
PDFReferences
Katili, I. (1993). ‘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 for Numerical Methods in Engineering, 36, 1885-1908.
Batoz, J.L. and Lardeur, P. (1989). A Discrete Shear Triangular Nine d.o.f Element for The Analysis of Thick to Very Thin Plates. International Journal for Numerical Methods in Engineering, 15, 1771-1812.
Wong, F.T. (2009, May). Kriging-Based Finite Element Method for Analyses of Plate and Shells. Unpublished doctoral dissertation. Asian Institute of Technology. Bangkok.
Liu, G.R. (2003). Mesh Free Methods. Boca Raton, CRC Press.
Chang, S., Al-Bahar, S.K., Zhao, J. (Eds.). (2012). Advances in Civil Engineering and Building Materials Book. Boca Raton, CRC Press.
Liew, K.M., Wang, T., Ng, T.Y., Tan, M.J. (2004). Free Vibration and Buckling Analyses of Shear-Deformable Plates Based on FSDT Meshfree Method. Journal of Sound and Vibration, 276, 997-1017.
Refbacks
- There are currently no refbacks.
Jurnal telah terindeks oleh :