Research Article

Shape-Free Finite Element Method: Another Way between Mesh and Mesh-Free Methods

Table 4

Results at selected locations for the linear bending problem (Figure 5).

Q8  (3 × 3)HSF-Q8-15   (5 × 5)US-QUAD8  (3 × 3)US-ATFQ8  
(5 × 5 or 3 × 3)
Exact

( )−66.871−120.00−66.871−120.000−120.0
Mesh 1 ( )66.871120.0066.871120.000120.0
v( ) × 1036.2828.5586.2828.04608.046

( )−35.248−113.63−74.317−120.000−120.0
Mesh 2 ( )67.040119.6371.781120.000120.0
v( ) × 1031.6117.1046.4158.04608.046

( )−11.307−68.645−66.349−120.000−120.0
( )−55.699−66.980−67.974−120.000−120.0
Mesh 3 ( )55.30566.14667.995120.000120.0
( )11.07369.32866.328120.000120.0
v( ) × 1034.5206.3506.2928.04608.046

( )−72.471−120.00−120.0
Mesh 4 ( )Failed76.265Failed120.00120.0
v( ) × 1036.6638.04608.046

( )−77.515−58.158−120.000−120.0
Mesh 5 ( )Failed66.306 59.158120.000120.0
v( ) × 1036.7295.4718.04608.046

( ) −70.346−42.671−120.000−120.0
( )−66.835−44.636−120.000−120.0
Mesh 6 ( )Failed66.87740.974120.000120.0
( )68.51241.048120.000120.0
v(   × 1036.3733.7528.04608.046

( )−105.69−120.00−105.69−120.000−120.0
Mesh 7 ( )105.69120.00105.69120.000120.0
v( ) × 1043.4853.9753.4853.66003.66

( )−115.25−119.02−118.99−120.000−120.0
Mesh 8 ( )115.25119.02118.99120.000120.0
v( ) × 1043.34233.7963.55703.66003.66

( )−118.68−120.00−118.68−120.000−120.0
Mesh 9 ( )118.68120.00118.68120.000120.0
v( ) × 10511.196315.75011.196313.20013.2

( )−97.066−121.61−118.94−120.00 b/−119.65a−120.0
Mesh 10 ( )138.21124.61117.74120.00 b/119.36a120.0
v( ) × 10512.816213.73812.915713.200 b/13.190a13.2

( )−24.732−36.104−120.000−120.0
Mesh 11 ( )Failed20.04836.230120.000120.0
v( ) × 1031.5173.14708.04608.046

3 × 3 integration scheme; b5 × 5 integration scheme.