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Table 1 The difference between internal forces generated by two RK shape functions with different support sizes in a one-dimensional stressed rod, where \(a\) denotes the RK normalized support size

From: A deformation-dependent coupled Lagrangian/semi-Lagrangian meshfree hydromechanical formulation for landslide modeling

Stress

Internal forces

Difference (%)

\(a=3.0\)

\(a=1.5\)

\(x\)

− 0.16039

− 0.16252

1

\({x}^{2}\)

− 0.00452

0.00599

176

\({x}^{3}\)

− 0.01140

− 0.00442

158

\({x}^{4}\)

− 0.00111

0.00031

453