A mixed-enhanced strain method: Part II: Geometrically nonlinear problems
By E. Kasper, Robert Taylor. 2000
173 citations recorded by the source corpus.
Subfields: Biomedical Engineering, Computational Mechanics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/155ff561ae83d33a7269002573b781c7a704056c
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Biomedical Engineering
- Werner Wagner
- Friedrich Gruttmann
- Timon Rabczuk
- Pedro Areias
- Karel Matous
- M. Kulkarni
- Philippe H. Geubelle
- Wolfgang Dornisch
In Computational Mechanics
- Pedro Areias
- Timon Rabczuk
- Karel Matous
- M. Kulkarni
- Philippe H. Geubelle
- Werner Wagner
- Friedrich Gruttmann
- Xiaoying Zhuang
In Mechanics of Materials
- Timon Rabczuk
- Friedrich Gruttmann
- Werner Wagner
- Pedro Areias
- Philippe H. Geubelle
- Karel Matous
- M. Kulkarni
- Xiaoying Zhuang
Citations in the corpus
- A mixed shell formulation accounting for thickness strains and finite strain 3d material models (2008, background): “Furthermore we refer to [19], where mixed–enhanced interpolation techniques have been investigated.”
- A reduced integration solid‐shell finite element based on the EAS and the ANS concept—Geometrically linear problems (2009, unknown): “[33]: EAS solid element with penalty stabilization Kas00—Kasper and Taylor [63]: Mixed-enhanced strain element H1/ME9 Sze00—Sze and Yao [15]: Hybrid stress ANS solid-shell And93a—Andelfinger and Ramm [19]: EAS solid element 3D.”
- A robust non-linear solid shell element based on a mixed variational formulation (2006, background): “Another formulation which considers a stress field approximation was proposed in [12, 13, 26, 27].”
- Structural analysis of composite laminates using a mixed hybrid shell element (2006, methodology): “In this context we also refer to References [21, 22, 23], where mixed-enhanced strain methods have been investigated.”
- Coupled multi‐scale cohesive modeling of failure in heterogeneous adhesives (2010, methodology): “The adherents are modeled using the mixed enhanced strain elements proposed by Kasper and Taylor [20].”
- A Meshfree Thin Shell for Arbitrary Evolving Cracks Based on An Extrinsic Basis (2006, methodology): “A value of 1.82488× 10−5 (c.f. Kasper and Taylor (2000)) consistent units is adopted as a reference.”