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A SMOOTHED FINITE ELEMENT METHOD FOR THE STATIC AND FREE VIBRATION ANALYSIS OF SHELLS (2010)
Nguyen-Thanh, Nhon ; Rabczuk, Timon
A four-node quadrilateral shell element with smoothed membrane-bending based on Mindlin-Reissner theory is proposed. The element is a combination of a plate bending and membrane element. It is based on mixed interpolation where the bending and membrane stiffness matrices are calculated on the boundaries of the smoothing cells while the shear terms are approximated by independent interpolation functions in natural coordinates. The proposed element is robust, computationally inexpensive and free of locking. Since the integration is done on the element boundaries for the bending and membrane terms, the element is more accurate than the MITC4 element for distorted meshes. This will be demonstrated for several numerical examples.
An adaptive three-dimensional RHT-splines formulation in linear elasto-statics and elasto-dynamics (2014)
Nguyen-Thanh, Nhon ; Muthu, Jacob ; Zhuang, Xiaoying ; Rabczuk, Timon
An adaptive three-dimensional RHT-splines formulation in linear elasto-statics and elasto-dynamics
A smoothed finite element method for the static and free vibration analysis of shells (2010)
Nguyen-Thanh, Nhon ; Thai-Hoang, C. ; Nguyen-Xuan, Hung ; Rabczuk, Timon
A smoothed finite element method for the static and free vibration analysis of shells
Static, free vibration and buckling analysis of laminated composite Reissner-Mindlin plates using NURBS-based isogeometric approach (2012)
Thai, Chien H. ; Nguyen-Xuan, Hung ; Nguyen-Thanh, Nhon ; Le, T.H. ; Nguyen-Thoi, T. ; Rabczuk, Timon
This paper presents a novel numerical procedure based on the framework of isogeometric analysis for static, free vibration, and buckling analysis of laminated composite plates using the first-order shear deformation theory. The isogeometric approach utilizes non-uniform rational B-splines to implement for the quadratic, cubic, and quartic elements. Shear locking problem still exists in the stiffness formulation, and hence, it can be significantly alleviated by a stabilization technique. Several numerical examples are presented to show the performance of the method, and the results obtained are compared with other available ones.
Computation of limit and shakedown loads using a node-based smoothed finite element method (2012)
Nguyen-Xuan, Hung ; Rabczuk, Timon ; Nguyen-Thoi, T. ; Tran, T. ; Nguyen-Thanh, Nhon
This paper presents a novel numerical procedure for computing limit and shakedown loads of structures using a node-based smoothed FEM in combination with a primal–dual algorithm. An associated primal–dual form based on the von Mises yield criterion is adopted. The primal-dual algorithm together with a Newton-like iteration are then used to solve this associated primal–dual form to determine simultaneously both approximate upper and quasi-lower bounds of the plastic collapse limit and the shakedown limit. The present formulation uses only linear approximations and its implementation into finite element programs is quite simple. Several numerical examples are given to show the reliability, accuracy, and generality of the present formulation compared with other available methods.
An extended isogeometric thin shell analysis based on Kirchhoff-Love theory (2015)
Nguyen-Thanh, Nhon ; Valizadeh, N. ; Nguyen, Manh Hung ; Nguyen-Xuan, Hung ; Zhuang, Xiaoying ; Areias, Pedro ; Zi, Goangseup ; Bazilevs, Yuri ; De Lorenzis, Laura ; Rabczuk, Timon
An extended isogeometric thin shell analysis based on Kirchho_-Love theory
Isogeometric analysis using polynomial splines over hierarchical T-meshes for two-dimensional elastic solids (2011)
Nguyen-Thanh, Nhon ; Nguyen-Xuan, Hung ; Bordas, Stéphane Pierre Alain ; Rabczuk, Timon
Isogeometric analysis using polynomial splines over hierarchical T-meshes for two-dimensional elastic solids
Isogeometric analysis of laminated composite plates using the higher-order shear deformation theory (2015)
Thai, Chien H. ; Nguyen-Xuan, Hung ; Bordas, Stéphane Pierre Alain ; Nguyen-Thanh, Nhon ; Rabczuk, Timon
Isogeometric analysis of laminated composite plates using the higher-order shear deformation theory
A node-based smoothed finite element method (NS-FEM) for analysis of Reissner-Mindlin plates (2010)
Nguyen-Xuan, Hung ; Rabczuk, Timon ; Nguyen-Thanh, Nhon ; Nguyen-Thoi, T. ; Bordas, Stéphane Pierre Alain
A node-based smoothed finite element method (NS-FEM) for analysis of Reissner-Mindlin plates
An alternative alpha finite element method with stabilized discrete shear gap technique for analysis of Mindlin-Reissner plates (2011)
Nguyen-Thanh, Nhon ; Rabczuk, Timon ; Nguyen-Xuan, Hung ; Bordas, Stéphane Pierre Alain
An alternative alpha finite element method with stabilized discrete shear gap technique for analysis of Mindlin-Reissner plates
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