Works matching IS 00295981 AND DT 2000 AND VI 49 AND IP 8

Results: 5

A four-node, shear-deformable shell element developed via explicit Kirchhoff constraints.

Published in:

International Journal for Numerical Methods in Engineering, 2000, v. 49, n. 8, p. 1065, doi. 10.1002/1097-0207(20001120)49:8<1065::AID-NME992>3.0.CO;2-5

By:

Liu, Jane;
Riggs, H. R.;
Tessler, Alexander

Publication type:

Article

Adaptive finite element analysis of mixed-mode crack problems with automatic mesh generator.

Published in:

International Journal for Numerical Methods in Engineering, 2000, v. 49, n. 8, p. 1087, doi. 10.1002/1097-0207(20001120)49:8<1087::AID-NME995>3.0.CO;2-P

By:

Murthy, K. S. R. K.;
Mukhopadhyay, M.

Publication type:

Article

Reanalysis-based optimal design of trusses.

Published in:

International Journal for Numerical Methods in Engineering, 2000, v. 49, n. 8, p. 1007, doi. 10.1002/1097-0207(20001120)49:8<1007::AID-NME988>3.0.CO;2-P

By:

Leu, Liang-Jenq;
Huang, Chang-Wei

Publication type:

Article

A highly efficient enhanced assumed strain physically stabilized hexahedral element.

Published in:

International Journal for Numerical Methods in Engineering, 2000, v. 49, n. 8, p. 1029, doi. 10.1002/1097-0207(20001120)49:8<1029::AID-NME990>3.0.CO;2-3

By:

Puso, Michael Anthony

Publication type:

Article

Contact with friction between beams in 3-D space.

Published in:

International Journal for Numerical Methods in Engineering, 2000, v. 49, n. 8, p. 977, doi. 10.1002/1097-0207(20001120)49:8<977::AID-NME986>3.0.CO;2-C

By:

Zavarise, G.;
Wriggers, P.

Publication type:

Article