Isogeometric shell analysis: The Reissner-Mindlin shell

By David J. Benson, Yuri Bazilevs, Ming-Chen Hsu, Thomas J. R. Hughes. 2010

744 citations recorded by the source corpus.

Subfields: Computational Mechanics, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/3c7141db8eaf55c5fe6201b9a544e998eaff04c2

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Computational Mechanics

In Mechanical Engineering

Citations in the corpus

Isogeometric analysis of functionally graded carbon nanotube-reinforced composite plates using higher-order shear deformation theory (2015, neutral): “isogeometric shell and plate elements were addressed in [28-35].”
An isogeometric Reissner–Mindlin shell element based on Bézier dual basis functions: Overcoming locking and improved coarse mesh accuracy (2020, methodology): “This has opened the door to new shell formulations based on both RM and KL shell kinematics [28, 29, 30, 31, 5, 32].”
Isogeometric analysis of plane-curved beams (2016, background): “The geometric settings, however, mostly concern 2D and 3D continuum models or shell-like structures [4].”
Local refinement of analysis-suitable T-splines (2012, methodology): “Areas of application of NURBS-based isogeometric analysis include turbulence [5, 6, 7, 8], fluidstructure interaction [9, 10, 11, 12], incompressibility [13, 14, 15], structural analysis [16, 3], plates and shells [17, 18, 19, 20, 21], phase-field analysis [22, 23], large deformation with mesh disto”
Isogeometric finite element analysis of composite sandwich plates using a higher order shear deformation theory (2013, background): “In the finite element context, we identify the logical coordinates (i, j) of the B-spline surface with the traditional notation of a “node” I [43] and rewrite Eq.”
Isogeometric boundary element analysis using unstructured T-splines (2013, methodology): “A small sampling includes fluids and turbulence [5, 6, 7, 8], fluid-structure interaction [9, 10, 11, 12], incompressibility [13, 14, 15], structural and vibration analysis [16, 3], plates and shells [17, 18, 19, 20, 21], phase-field analysis [22, 23, 24], large deformation structural analysis with ”
A large deformation, rotation-free, isogeometric shell (2011, methodology): “Additionally, many of the same strategies used in the shear deformable element [13] may be carried over to reduce the cost of evaluating the residual.”