A corrugated plate strikes a flat plate from opposite directions.
*CONTACT_SINGLE_EDGE Corrugated Sheet Contacts Edges LS-DYNA Manual Section: *CONTACT_SINGLE_EDGE Additional Sections: *CONTACT_FORCE_TRANSDUCER_PENALTY Example: Corrugated Sheet Contacts Edges Filename: contact.edge.k Description: A corrugated plate strikes a flat plate from opposite directions. Input: The model consists of 135 elastic plastic Belytschko-Tsay shell elements. The interaction of the two structures is to edge contact (*C ONTACT_SINGLE_EDGE). A contact force transducer is defined to monitor the forces of the contact in the ascii file rcforc. The nodes on the upper corrugated plate have an initial velocity of 10 meters/second. Results: A contour plot of the effective-stress and a plot of the forces from the ascii file rcforc illustrate that the plates are in contact. Reference: Stillman, D. W.
*CONTACT_FORCE_TRANSDUCER_PENALTY *CONTACT_SINGLE_EDGE *CONTROL_HOURGLASS *CONTROL_TERMINATION *DATABASE_BINARY_D3PLOT *DATABASE_BINARY_D3THDT *DATABASE_GLSTAT *DATABASE_MATSUM *DATABASE_RCFORC *ELEMENT_SHELL *END *INITIAL_VELOCITY *KEYWORD *MAT_PLASTIC_KINEMATIC *NODE *PART *SECTION_SHELL *SET_NODE_LIST *SET_PART_LIST *SET_SEGMENT *TITLE
*KEYWORD
*TITLE
Edge to Edge Contact with Force Transducer
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$ LSTC Example
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$ Last Modified: September 9, 1997
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$ Units: kg, m, s, N, Pa, Joule
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$$$$ Control Ouput
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$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
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*CONTROL_TERMINATION
$ endtim endcyc dtmin endneg endmas
0.050
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*CONTROL_HOURGLASS
$ ihq qh
4
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*DATABASE_BINARY_D3PLOT
$ dt lcdt
0.001
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*DATABASE_BINARY_D3THDT
$ dt lcdt
9.990E+02
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*DATABASE_GLSTAT
$ dt
0.001
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*DATABASE_MATSUM
$ dt
0.001
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*DATABASE_RCFORC
$ dt
0.001
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$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
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$$$$ Define Contacts
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$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
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$$$$$$$$$$ Type 22, single edge contact
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*CONTACT_SINGLE_EDGE
$ ssid msid sstyp mstyp sboxid mboxid spr mpr
1 0 0
$ fs fd dc vc vdc penchk bt dt
$ sfs sfm sst mst sfst sfmt fsf vsf
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*SET_SEGMENT
$ sid
1
$ n1 n2 n3 n4
1 2 0 0
2 3 0 0
3 13 0 0
13 14 0 0
14 21 0 0
21 22 0 0
22 29 0 0
29 30 0 0
30 37 0 0
37 38 0 0
38 45 0 0
45 46 0 0
46 53 0 0
53 54 0 0
54 61 0 0
61 62 0 0
69 70 0 0
70 71 0 0
71 72 0 0
72 73 0 0
73 74 0 0
74 75 0 0
75 76 0 0
76 77 0 0
77 78 0 0
78 79 0 0
79 80 0 0
80 81 0 0
81 82 0 0
111 112 0 0
112 113 0 0
113 114 0 0
114 115 0 0
115 116 0 0
116 117 0 0
117 118 0 0
118 119 0 0
119 120 0 0
120 121 0 0
121 122 0 0
122 123 0 0
123 124 0 0
125 126 0 0
126 127 0 0
127 137 0 0
137 138 0 0
138 145 0 0
145 146 0 0
146 153 0 0
153 154 0 0
154 161 0 0
161 162 0 0
162 169 0 0
169 170 0 0
170 177 0 0
177 178 0 0
178 185 0 0
185 186 0 0
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$$$$ Force transducer defined to calculate contact forces on part 1.
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*CONTACT_FORCE_TRANSDUCER_PENALTY
$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
$ ssid msid sstyp mstyp
5 2
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*SET_PART_LIST
$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
5
1
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$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
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$$$$ Initial Conditions
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$$$$ Nodes of the part 1 (node set id = 2) are given an initial velocity
$$$$ in the y-direction of 10 m/s.
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*INITIAL_VELOCITY
$ nsid nsidex boxid
2
$ vx vy vz vxr vyr vzy
0.0 10.0 0.0 0.0 0.0 0.0
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*SET_NODE_LIST
$ sid
2
$ nid1 nid2 nid3 nid4 nid5 nid6 nid7 nid8
1 2 3 4 5 6 7 8
9 10 11 12 13 14 15 16
17 18 19 20 21 22 23 24
25 26 27 28 29 30 31 32
33 34 35 36 37 38 39 40
41 42 43 44 45 46 47 48
49 50 51 52 53 54 55 56
57 58 59 60 61 62 63 64
65 66 67 68
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$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
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$$$$ Define Parts and Materials
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$...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8
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*PART
$ pid sid mid eosid hgid adpopt
plate-1
1 1 1
plate-2
2 1 1
plate-3
3 1 1
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*MAT_PLASTIC_KINEMATIC
$ mid ro e pr sigy etan beta
1 7.85e+3 200.0e+09 0.300 2.0e+09
$ src srp fs
0.0 0.0 0.0
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*SECTION_SHELL
$ sid elform shrf nip propt qr/irid icomp
1
$ t1 t2 t3 t4 nloc
2.000E-03 2.000E-03 2.000E-03 2.000E-03
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$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
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$$$$ Define Nodes and Elements
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*END
