A Two-Field Formulation in Isogeometric Analysis to Alleviate Locking
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Publisher
Springer Singapore
Link
http://link.springer.com/content/pdf/10.1007/978-981-33-4684-0_20
Reference13 articles.
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3. Echter R, Bischoff M (2010) Numerical efficiency, locking and unlocking of NURBS finite elements. Comput Methods Appl Mech Eng 199:374–382
4. Jog CS (2005) A 27-node hybrid brick and a 21-node hybrid wedge element for structural analysis. Finite Elem Anal Des 41:1209–1232
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1. A Comprehensive Comparative Review of Various Advanced Finite Elements to Alleviate Shear, Membrane and Volumetric Locking;Archives of Computational Methods in Engineering;2024-03-20
2. On the use of mixed basis function degrees within a convective isogeometric element formulation;PAMM;2023-05
3. Comparison of Selective Reduced Integration, Enhanced Assumed Strain and Assumed Natural Strain Formulation in Alleviating Locking;Lecture Notes in Mechanical Engineering;2022-09-09
4. A novel hybrid isogeometric element based on two-field Hellinger–Reissner principle to alleviate different types of locking;Sādhanā;2022-07-23
5. A locking-free formulation for three-dimensional isogeometric analysis;Materials Today: Proceedings;2022
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