Finite element simulation of flow in deforming regions
References (32)
- et al.
J. Comput. Phys.
(1977) - et al.
Int. J. Heat Mass Transfer
(1975) - et al.
Int. J. Solids Struct.
(1968) Int. J. Heat Mass Transfer
(1978)- et al.
J. Comput Phys.
(1975) - et al.
Computers and Fluids
(1979) - et al.
Int. J. Numer. Meth. Eng.
(1974) - et al.
Int. J. Numer. Meth. Eng.
(1974)
Finite Element Techniques for Fluid Flow
(1976)
Int. J. Numer. Anal. Meth. Geomech.
(1978)
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