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com:e [2016/03/17 16:00]
phil
com:e [2016/05/10 12:30] (current)
phil
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 {{ E_Fig1.png | Figure .1. Node Numbering for SOLID elements}}\\ {{ E_Fig1.png | Figure .1. Node Numbering for SOLID elements}}\\
  
- +For SHELL, PLANE, or LOVEWAVE triangular elements, do not define node L. See [[com:GROUP]] for further information.
-For SHELL, PLANE, or LOVEWAVE triangular elements, do not define node L (see GROUP instruction - section ).+
  
 {{ E_Fig2.png | Figure .2. Node Numbering for 2D elements}}\\ {{ E_Fig2.png | Figure .2. Node Numbering for 2D elements}}\\
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 The nodes I, J, K, L must be in sequence in a counter-clockwise direction around the element. Local coordinates in a four-node SHELL, PLANE, or LOVEWAVE element are shown below: The nodes I, J, K, L must be in sequence in a counter-clockwise direction around the element. Local coordinates in a four-node SHELL, PLANE, or LOVEWAVE element are shown below:
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 {{ E_Fig3.png |Figure .3. Node numbering and loval coordinate system for SHELL, PLANE, or LOVEWAVE elements}}\\ {{ E_Fig3.png |Figure .3. Node numbering and loval coordinate system for SHELL, PLANE, or LOVEWAVE elements}}\\
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 Node K from the BEAMS elements is a geometry reference point which is used to define the local axes 1, 2, 3 of the beam element. Node K, which may be any other nodal point in the system, must not lie on the local axis 1: Node K from the BEAMS elements is a geometry reference point which is used to define the local axes 1, 2, 3 of the beam element. Node K, which may be any other nodal point in the system, must not lie on the local axis 1:
com/e.1458244807.txt.gz · Last modified: 2016/03/17 16:00 by phil