Works matching IS 00295981 AND DT 2000 AND VI 47 AND IP 8
Results: 8
An assumed strain formulation of efficient solid triangular element for general shell analysis.
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- International Journal for Numerical Methods in Engineering, 2000, v. 47, n. 8, p. 1481, doi. 10.1002/(SICI)1097-0207(20000320)47:8<1481::AID-NME841>3.0.CO;2-B
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Quadrilateral approaches for accurate free mesh method.
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- International Journal for Numerical Methods in Engineering, 2000, v. 47, n. 8, p. 1445, doi. 10.1002/(SICI)1097-0207(20000320)47:8<1445::AID-NME838>3.0.CO;2-K
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Application of essential boundary conditions in mesh-free methods: a corrected collocation method.
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- International Journal for Numerical Methods in Engineering, 2000, v. 47, n. 8, p. 1367, doi. 10.1002/(SICI)1097-0207(20000320)47:8<1367::AID-NME822>3.0.CO;2-Y
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hp-Clouds in Mindlin's thick plate model.
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- International Journal for Numerical Methods in Engineering, 2000, v. 47, n. 8, p. 1381, doi. 10.1002/(SICI)1097-0207(20000320)47:8<1381::AID-NME833>3.0.CO;2-9
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Recent developments of free mesh method.
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- International Journal for Numerical Methods in Engineering, 2000, v. 47, n. 8, p. 1419, doi. 10.1002/(SICI)1097-0207(20000320)47:8<1419::AID-NME837>3.0.CO;2-E
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Two end variable singularity boundary elements and their applications in crack-crack interaction problems.
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- International Journal for Numerical Methods in Engineering, 2000, v. 47, n. 8, p. 1499, doi. 10.1002/(SICI)1097-0207(20000320)47:8<1499::AID-NME847>3.0.CO;2-5
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The generalized finite element method: an example of its implementation and illustration of its performance.
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- International Journal for Numerical Methods in Engineering, 2000, v. 47, n. 8, p. 1401, doi. 10.1002/(SICI)1097-0207(20000320)47:8<1401::AID-NME835>3.0.CO;2-8
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Meshless method for linear elastostatics based on a path integral formulation.
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- International Journal for Numerical Methods in Engineering, 2000, v. 47, n. 8, p. 1463, doi. 10.1002/(SICI)1097-0207(20000320)47:8<1463::AID-NME839>3.0.CO;2-L
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