An evaluation on the performance of two simple triangular bending plate elements

Dian Rahmawati; Imam Jauhari Maknun; Irwan Katili

doi:10.1051/matecconf/201819202046

An evaluation on the performance of two simple triangular bending plate elements

Dian Rahmawati
, Imam Jauhari Maknun
, Irwan Katili^*

^*Corresponding author for this work

University of Indonesia

Research output: Contribution to journal › Conference article › peer-review

1 Citation (Scopus)

Abstract

This paper will study and compare two different three-node triangular bending plate elements with three degree of freedom per node, i.e. MITC3 and DKMT. Both elements, which were developed based on Reissner-Mindlin plate theory and independent shear strain field, have simple formulation and have already been used widely. In this paper, numerical tests for circular plate case are conducted to verify the performance and show the convergence of these two triangular elements.

Original language	English
Article number	02046
Journal	MATEC Web of Conferences
Volume	192
DOIs	https://doi.org/10.1051/matecconf/201819202046
Publication status	Published - 14 Aug 2018
Externally published	Yes
Event	4th International Conference on Engineering, Applied Sciences and Technology, ICEAST 2018 - Phuket, Thailand Duration: 4 Jul 2018 → 7 Jul 2018

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10.1051/matecconf/201819202046

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title = "An evaluation on the performance of two simple triangular bending plate elements",

abstract = "This paper will study and compare two different three-node triangular bending plate elements with three degree of freedom per node, i.e. MITC3 and DKMT. Both elements, which were developed based on Reissner-Mindlin plate theory and independent shear strain field, have simple formulation and have already been used widely. In this paper, numerical tests for circular plate case are conducted to verify the performance and show the convergence of these two triangular elements.",

author = "Dian Rahmawati and \{Jauhari Maknun\}, Imam and Irwan Katili",

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AU - Jauhari Maknun, Imam

AU - Katili, Irwan

N1 - Publisher Copyright: © The Authors, published by EDP Sciences, 2018.

PY - 2018/8/14

Y1 - 2018/8/14

N2 - This paper will study and compare two different three-node triangular bending plate elements with three degree of freedom per node, i.e. MITC3 and DKMT. Both elements, which were developed based on Reissner-Mindlin plate theory and independent shear strain field, have simple formulation and have already been used widely. In this paper, numerical tests for circular plate case are conducted to verify the performance and show the convergence of these two triangular elements.

AB - This paper will study and compare two different three-node triangular bending plate elements with three degree of freedom per node, i.e. MITC3 and DKMT. Both elements, which were developed based on Reissner-Mindlin plate theory and independent shear strain field, have simple formulation and have already been used widely. In this paper, numerical tests for circular plate case are conducted to verify the performance and show the convergence of these two triangular elements.

UR - https://www.scopus.com/pages/publications/85053213316

U2 - 10.1051/matecconf/201819202046

DO - 10.1051/matecconf/201819202046

M3 - Conference article

AN - SCOPUS:85053213316

SN - 2274-7214

VL - 192

JO - MATEC Web of Conferences

JF - MATEC Web of Conferences

M1 - 02046

T2 - 4th International Conference on Engineering, Applied Sciences and Technology, ICEAST 2018

Y2 - 4 July 2018 through 7 July 2018

ER -

An evaluation on the performance of two simple triangular bending plate elements

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