bending of notched plate-perbandingan hasil FE berbagai jenis elemen

model masih sama dengan posting sebelumnya, namun saat ini diterapkan beban muka pelat yg menjadikan masalah lentur.

2016-12-23-17_10_45

hasil menggunakan HEX8 linear structured,

2016-12-23-17_10_33

2016-12-23-17_11_38

2016-12-23-17_11_55

2016-12-23-17_12_12

hasil dgn elemen kombinasi HEX8 dan wedge linear,

2016-12-23-17_14_21

2016-12-23-17_14_35

2016-12-23-17_14_49

2016-12-23-17_15_01

hasil dengan elemen HEX8 linear unstructured,

2016-12-23-17_16_26

2016-12-23-17_16_38

2016-12-23-17_16_54

2016-12-23-17_17_03

hasil dgn menggunakan elemen TET4 linear,

2016-12-23-17_18_30

2016-12-23-17_18_48

2016-12-23-17_19_00

2016-12-23-17_19_10

hasil dgn menggunakan elemen wedge linear,

2016-12-23-17_20_47

2016-12-23-17_20_57

2016-12-23-17_21_07

2016-12-23-17_21_19

tabulasi hasil perhitungan berbagai jenis elemen tersebut,

… to be add

model yg sama namuan dgn beban geser in plane of loads

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