Data-Driven Bending Elasticity Design by Shell Thickness
نویسندگان
چکیده
This technical report is a supplement of our work [ZLW∗] to design bending elasticity by shell thickness. General information and details can be found in [ZLW∗]. In this report, comparison of data interpolation methods and algorithm of conventional ESN-based learning are described in details for further comprehension of the main paper. 1. Comparison of Data Interpolation Learned by Different Methods 1.1. Learning by ESN The function F(·) to be learned in our problem has its own characteristics, including highly nonlinear, low dimensional (i.e., two-dimensional using (Di,Mi) as input) and small-sized(e.g., only 45 samples in our practice) . Moreover, the range of F(·) shoud be constrained. We employ echo state network (ESN) to learn the function, which results in the best quality of interpolation comparing to other methods. Prior works in computer graphics have conducted a variety of learning/data-interpolation tools such as support vector machine (SVM) [FVdPT01], extreme learning machine (ELM) [XXLX14, ZLP∗15] and radial basis functions (RBF) [BBO∗09]. The comparisons with them can be found in Fig.1. From Fig.1, we’ll find because of the highly nonlinearity of our problem, SVM and ELM approaches are difficult to learn the function accurately, especially keeping the result F(·) in a reasonable range. Moreover, although RBF method is capable of accurate learning, overfitting problem is unavoidable. Besides the above neural networks methods, other machine learning methods are also investigated. For example, K-nearest neighbors algorithm is a common method for classification and regression. However, a shortcoming of the K-nearest neighbors algorithm is that it is sensitive to the local structure of the data. Random forest is also one of the prevailing learning methods but it is mainly used in classification and linear regression. To conclude, in order to satisfy our learning problem, we’ve applied echo state network method and modified the basic formulation to incorporate the range constraints. Figure 1: Comparison of data interpolation on functions learned by different methods – from left to right, SVM (support vector regression approach with radius basis kernel), ELM (extreme learning machine for regression method with sigmoid activation functions), RBF (radius basis functions) and ESN (echo state network with range control), respectively. In all these learning methods, parameters have been tuned to obtain the best results by our training set. We then check the approximation errors on 5 new samples, the distances from which to the surface t(D,Mφ) are illustrated by vertical line segments. Our ESN-based method results in smaller approximation errors to our knowledge. 2. Conventional ESN-Based Learning Assume an echo state network has n reservoir units, an k-dimensional input and a d-dimensional output, the neural network can be constructed and updated by the following four steps. Step 1: Create a random dynamical reservoir neural network. The input signal u(z) is first attached to the reservoir units by creating random all-to-all connections Win. We then create random sparse connections in the reservoir. That is W – a sparse matrix with n× n dimensions. The neurons are linked to the output signal by an output weight matrix Wout to be determined via training. If the task requires output feedback, all-to-all connections linking output to reservoir are randomly generated as W f b. If no feedback is needed, we can assign a zero W f b. The state pf system in the reservoir is presented by x(z). • The output can be obtained from u(z) and x(z) by Eq.(9) in [ZLW∗]. • With the feedback from output signal, the system state is updated by Eq.(11) in [ZLW∗]. Step 2: Harvest reservoir states. Given a training data setD, the dynamical reservoir is driven dynamically for times z = 1,2, . . . ,m. This results in a sequence of reservoir states, x(z), which is a nonlinear transform of the driving input. Step 3: Compute output weights. The output weights are computed by the linear regression as shown in Eq.(10) in [ZLW∗]. Step 4: Function evaluation. For a new input signal u(z+1), the new system state x(z+1) is first evaluated by Eq.(11) in [ZLW∗] using the current system state x(z) and the last output signal y(z). The new output signal y(z+ 1) (i.e., the function value) is then computed by Eq.(9) in [ZLW∗]. Appendix: Training Data In our method, samples of tubes are measured to find the relationship between diameter, shell thickness and elasticity. Here 45 uniformly hollowed tubes with the same length (100mm in our tests) are first fabricated by 3D printing. Their diameters range from 6mm to 14mm and thicknesses range from 1mm to 6mm. Among these samples, 25 tubes were spaced uniformly across D and t, while the dimensions of the remaining 20 were randomly assigned. Moreover, 5 samples are generated for testing the interpolation error.
منابع مشابه
Koiter’s Shell Theory from the Perspective of Three-dimensional Nonlinear Elasticity
Koiter’s shell model is derived systematically from nonlinear elasticity theory, and shown to furnish the leading-order model for small thickness when the bending and stretching energies are of the same order of magnitude. An extension of Koiter’s model to finite midsurface strain emerges when stretching effects are dominant.
متن کاملPolymers in Curved Boxes
We apply results derived in other contexts for the spectrum of the Laplace operator in curved geometries to the study of an ideal polymer chain confined to a spherical annulus in arbitrary space dimension D and conclude that the free energy compared to its value for an uncurved box of the same thickness and volume, is lower when D < 3, stays the same when D = 3, and is higher when D > 3. Thus c...
متن کاملNASA Contractor Report 164058 APPLICATION OF THE LINE - SPRING MODEL TO A CYLINDRICAL SHELL CONTAINING A CIRCUMFERENTIAL OR AXIAL PART - THROUGH CRACK
In this paper the line-spring model developed by Rice and Levy is used to obtain an approximate solution for a cylindrical shell containing a part-through surface crack. It is assumed that the shell contains a circumferential or axial semi-elliptic internal or external surface crack and is subjected to a uniform membrane loading or a uniform bending moment away from the crack region. To formula...
متن کاملConsidering Bending and Vibration of Homogeneous Nanobeam Coated by a FG Layer
In this research static deflection and free vibration of homogeneous nanobeams coated by a functionally graded (FG) layer is investigated according to the nonlocal elasticity theory. A higher order beam theory is used that does not need the shear correction factor. The equations of motion (equilibrium equations) are extracted by using Hamilton’s principle. The material properties are considered...
متن کاملExact 3-D Solution for Free Bending Vibration of Thick FG Plates and Homogeneous Plate Coated by a Single FG Layer on Elastic Foundations
This paper presents new exact 3-D (three-dimensional) elasticity closed-form solutions for out-of-plane free vibration of thick rectangular single layered FG (functionally graded) plates and thick rectangular homogeneous plate coated by a functionally graded layer with simply supported boundary conditions. It is assumed that the plate is on a Winkler-Pasternak elastic foundation and elasticity ...
متن کاملMechanical Properties Analysis of Bilayer Euler-Bernoulli Beams Based on Elasticity Theory
This paper analyzes the effects of structures and loads on the static bending and free vibration problems of bilayer beams. Based on static mechanical equilibrium and energy equilibrium, the static and dynamic governing equations of bilayer beam are established. It is found that the value of the thickness ratio has a significant effect on the static and dynamic responses of the beam, and the st...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
عنوان ژورنال:
- Comput. Graph. Forum
دوره 35 شماره
صفحات -
تاریخ انتشار 2016