Isogeometric contact analysis: Geometric basis and formulation for frictionless contact
By Jia Lu. 2011
167 citations recorded by the source corpus.
Subfields: Computational Mechanics, Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/fcdbd33e3f81b44ef62f1f9f45b1d07ef17a7c5c
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
- Timon Rabczuk
- Stéphane P.A. Bordas
- Laura De Lorenzis
- Cosmin Anitescu
- Vinh Phu Nguyen
- Hung Nguyen-Xuan
- Xiaoying Zhuang
- Peter Wriggers
In Mechanical Engineering
- Laura De Lorenzis
- Vinh Phu Nguyen
- Giorgio Zavarise
- Timon Rabczuk
- Stéphane P.A. Bordas
- Peter Wriggers
- Cosmin Anitescu
- Enzo Marino
In Mechanics of Materials
- Timon Rabczuk
- Stéphane P.A. Bordas
- Laura De Lorenzis
- Vinh Phu Nguyen
- Giorgio Zavarise
- Cosmin Anitescu
- Peter Wriggers
- Hung Nguyen-Xuan
Citations in the corpus
- An unbiased computational contact formulation for 3D friction (2015, unknown): “Such formulations have recently been developed for frictionless [11; 12; 13; 14] and frictional contact [15; 16; 17].”
- Isogeometric contact: a review (2014, unknown): “[65] J.”
- A mortar formulation for 3D large deformation contact using NURBS-based isogeometric analysis and the augmented Lagrangian method (2012, background): “Lu [27], by using an interference fitting example, demonstrated that geometric smoothness alleviated the non-physical contact force oscillations which stem from the traditional approach of enforcing contact conditions through faceted surfaces.”
- Isogeometric analysis: An overview and computer implementation aspects (2012, methodology): “ly, wehaveR,y for the derivativesofthe basisfunctions with respectto y. Havingthese basisfunction derivatives, we are now ready to define the B matrix for any element e Be = R[1] ,xR[2] ··· R[6] 0 ··· 0 0 0 ··· 0 R[1],y ··· R[6],y R[1],y R[2],y ··· R[6],y R[1],x ··· R[6],x (53) where the co”
- Geometrically nonlinear analysis of functionally graded plates using isogeometric analysis (2015, unknown): “, 2014a), and contact problems (Lu, 2011).”