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.
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- 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
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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
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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
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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
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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
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- Article