Luo Jianhui, Bian Zhengning, Du Shisen. FIRST-ORDER FINITE ELEMENT METHOD FOR TWO-DIMENSIONAL ELASTICITY[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 79-82. doi: 10.13204/j.gyjz2001412014
Citation:
Luo Jianhui, Bian Zhengning, Du Shisen. FIRST-ORDER FINITE ELEMENT METHOD FOR TWO-DIMENSIONAL ELASTICITY[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 79-82. doi: 10.13204/j.gyjz2001412014
Luo Jianhui, Bian Zhengning, Du Shisen. FIRST-ORDER FINITE ELEMENT METHOD FOR TWO-DIMENSIONAL ELASTICITY[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 79-82. doi: 10.13204/j.gyjz2001412014
Citation:
Luo Jianhui, Bian Zhengning, Du Shisen. FIRST-ORDER FINITE ELEMENT METHOD FOR TWO-DIMENSIONAL ELASTICITY[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 79-82. doi: 10.13204/j.gyjz2001412014
In the conventional displacement finite element methods,the stresses are obtained from a differential
operation after the nodal displacements are determined. In order to improve the accuracy of the stress,a first-order
multivariable form was proposed to make sure that the order of stresses and displacements should be equal,and the
weak form was then derived. Using the finite element method,a two-dimensional elastic problem was solved by firstorder
method,and the first-order solutions and the solutions of the conventional displacement finite element method
were compared. The numerical results showed that the first-order solution effectively improved the accuracy of the
stress while the displacement errors and the stress errors had the same convergence order,which verified the
effectiveness of the method and provided a new idea of improving the accuracy for the finite element method.