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• Nonlinear finite elements/Axial bar finite element solution
  The ''' finite element method''' is a type of Galerkin method that has the ... elements''' and ''' nodes''', i.e., to create the '''finite element mesh'''.
  23 KB (3456 words) - 17:27, 14 May 2008
• Nonlinear finite elements/Homework 10/Solutions
  ''' Given:''' \text{Node}~3:&& x_3(t) & = -(1 + bt)\sin\cfrac{\pi t}{2} &\qquad
  29 KB (4238 words) - 09:08, 8 January 2008
• Nonlinear finite elements/Newton method for axial bar
  ==Newton's method applied to the axial bar problem== (2h-u_3) & -(h+u_2-u_3) \\
  22 KB (3051 words) - 08:45, 26 October 2008
• Nonlinear finite elements/Homework 7/Solutions
  3) <font color="green"> <math>t_i= \sigma_{ji} n_j</math> </font> 5) <font color="green"> <math>x_i x_i = r^3</math> </font>
  23 KB (3196 words) - 09:07, 8 January 2008
• Nonlinear finite elements/Homework 8/Solutions
  ==Problem 1: Plate Bending == ''' Given:'''
  30 KB (4310 words) - 09:07, 8 January 2008
• Nonlinear finite elements/Homework 5/Solutions/Problem 1
  ==Problem 1: Nonlinear Beam Bending== ''' Given:'''
  34 KB (5888 words) - 20:13, 1 January 2008
• Introduction to Elasticity/Constitutive example 4
  '' Given:'' \end{bmatrix}
  10 KB (1002 words) - 00:22, 8 August 2007
• Nonlinear finite elements/Euler Bernoulli beams
  u_3 & = w_0(x) \end{align}
  14 KB (2223 words) - 21:19, 22 August 2007
• Nonlinear finite elements/Homework 6/Hints
  \theta_1 = \cfrac{\pi}{3}~;~~ C_{11} = 10;~~ C_{33} = 100;~~ C_{12} = 6;~~ C_{13} = 60;
  10 KB (1569 words) - 09:06, 8 January 2008
• Nonlinear finite elements/Homework 4/Solutions
  ''' Given:''' Bar of uniform cross-section under axial body load and compressive axial end load (<math>R</math>). Nonlinear material with constitutive relation
  22 KB (3492 words) - 19:17, 1 January 2008
• Introduction to Elasticity/Polynomial solutions
  <div style="padding:2em 5em 0em 3em;"> '''Given:'''
  12 KB (1831 words) - 19:14, 3 August 2007
• Waves in composites and metamaterials/Bloch waves and the quasistatic limit
  In the previous lecture we showed that Maxwell's equations at fixed <ref>The following discussion is based on [[Ashcroft76]] (p. 133-139).</ref>
  19 KB (2797 words) - 19:11, 16 January 2008
• Mesh Analysis
  What you need to remember from Kirchhoff's Voltage & Current Law . * Kirchhoff's Voltage Law
  13 KB (1655 words) - 19:58, 14 September 2008
• Stresses in wedges
  :<math>\text{(3)} \qquad a_2 \cos(n\theta) + a_3 \sin\{(n+2)\theta\} + a_4 \sin(n\theta)\right]
  17 KB (2605 words) - 09:53, 18 September 2008
• Nonlinear finite elements/Kinematics - polar decomposition
  ... order tensor whose determinant is positive can be decomposed ''' uniquely''' into a symmetric part and an orthogonal part. ''' right stretch tensor''' and the ''' left stretch tensor''', respectively.
  9 KB (1262 words) - 08:43, 11 September 2008
• Nonlinear finite elements/Homework 5/Solutions/Problem 2
  ''' Given:''' ... oad.png|thumb|400px|Figure 22. Cantilever beam with point load at the free end.]]
  8 KB (1250 words) - 20:14, 1 January 2008
• Nodal analysis
  What you need to remember from Kirchhoff's Voltage & Current Law . If you ever feel lost, do not be shy to go back t ... * Define Kirchhoff's Voltage Law ( word-by-word ).
  16 KB (2190 words) - 06:45, 6 November 2008
• Introduction to Elasticity/Sample midterm 4
  x_1^2 + x_2 & - 2 x_3^2 & x_1^2 + x_2 \\ - 2 x_3^2 & x_1 + x_3 & -x_3^2 + x_2 \\
  7 KB (901 words) - 06:57, 9 January 2008
• Nonlinear finite elements/Homework 6/Solutions/Problem 1/Part 10
  <font color="green">'' \end{bmatrix}
  9 KB (1286 words) - 09:13, 8 January 2008
• Nonlinear finite elements/Matrices
  a_{11} x_1 + a_{12} x_2 + a_{13} x_3 + a_{14} x_4 &= b_1 \\ a_{21} x_1 + a_{22} x_2 + a_{23} x_3 + a_{24} x_4 &= b_2 \\
  13 KB (1912 words) - 17:45, 8 October 2008

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