A Reduced Lagrange Multiplier Method for Dirichlet Boundary Conditions in Isogeometric Analysis
Journal Title: Trends in Civil Engineering and its Architecture - Year 2018, Vol 1, Issue 1
Abstract
Although the well-known standard Lagrange multiplier method (LMM) can even produce higher accuracy and easier implementation than other conventional schemes (e.g., the modified variational principle, the Nitsche's method), however it inherently owns many difficulties in solving the system of discretized equations, mainly caused by new unknown Lagrange multipliers. The LMM naturally increases the problem size and leads to a poorly conditioned matrix equation. The singularity is also often encountered because of inappropriate selection of interpolation space for the Lagrange multiplier. In this paper, we propose an improved method, called reduced Lagrange multiplier method, which can overcome such drawbacks raised by the LMM in treating the Dirichlet-type boundary conditions in terms of Isogeometric Analysis. By simply splitting the system equations into boundaries and interior groups, the size of system equations derived from the LMM is reduced; no additional unknowns have been added into the resulting system of equations; the Lagrange multiplier is hence disappeared; and more importantly the singular problem mentioned is avoided. The accuracy and convergence rates of the proposed method are studied through three numerical examples, exhibiting all the desirable features of the method. Optimal convergence rate and high accuracy for the present method is found. The Isogeometric analysis (IGA) [1] employs the same computer- aided design (CAD) spline basis functions (e.g., NURBS, T-splines) to describe exact geometries and approximate physical responses. The IGA offers possibilities of integrating finite element analysis into CAD design tools and avoids mesh generation process and subsequent communication with a CAD model during refinement. The IGA has shown to be a highly accurate and robust approach for numerical simulation with exact geometry representation even with coarse mesh [2]. Moreover, the high-order smoothness of the NURBS basis functions allows for a direct construction of rotation- free plate/shell formulations [3,4] and is attractive for solving PDEs that incorporate fourth-order (or higher) derivatives of the field variable, such as the Hill-Cahnard equation [Gomez et al., 2008] [5] and gradient damage models [6].
Authors and Affiliations
Shuohui Yin, Tiantang Yu, Tinh Quoc Bui
Comparison between: Concrete Flat-Slabs and Tunnel Form Construction (Tcf)
The concept of modern methods of construction seems to provide faster and more efficient construction increasingly in the construction industry. These modern methods provide features and solutions to the problems of cost...
Improving Tectonic Geomorphology Analysis and Interpretation of River Mobility Utilizing LiDAR-derived DEMs
This study contributed a reliability of Light Detection and Ranging (LiDAR) techniques to investigate tectonic geomorphology analysis of river mobility with high resolution Digital Elevation Models (DEMs). This study int...
Failure Analysis of Thermo-Mechanically Treated (TMT) Bar During Bending Operation: A Metallurgical Investigation
TMT bars means Thermo Mechanically Treated Bars made from medium carbon steel (Carbon 0.25 Max Wt. %) and are used in construction industry. Because of its corrosion and rust resistance features it is widely used in cons...
Nonlinear Analysis of Space Structures under Dynamic Loads
A theoretical analysis is presented for estimating the in-space large displacement elastic stability behavior of structures subjected to either proportional or non-proportional dynamic loads. The analysis adopts the beam...
Beneficial Use of Nano-Silica in Concrete: A Review
Nano-silica and its use in cement-based materials, especially concrete, has been the focus of many scientific studies. This is because cement production is an energy-intensive process and because concrete is the most use...