Fig.1 Comparison between numerical solutions and theoretical solutions of one-dimensional steady state analysis examples (10 covers and 10-order polynomials)[1]

Fig.2 Comparison between numerical solutions and theoretical solutions of one-dimensional steady state analysis examples (60 covers and 3-order polynomials)[1]

Fig.3 Function images of u and ∂ u ∂ x at different instances

Fig.4 Half cylinder under self weight[4]

Fig.5 Crack analysis model with a rotation of 45°

Fig.6 Example of a slope protection pile[9]

Fig.7 Example of flow around a cylinder[10]

Fig.8 Manifold method meshes for flow field analysis

Fig.9 Velocity distribution on the c-d line

Fig.10 Cross section diagram and 1/4 analysis model of coaxial transmission lines[11]

Fig.11 Comparison of calculation results of potential Φ

Fig.12 Calculation example of reservoir seepage[12]

Fig.13 Variation of H over time at the midpoint of the region

Fig.14 Changes in sound pressure with time step

Fig.15 Three-dimensional computational model and boundary strips

Fig.16 Distribution of assembly blocks for 3# dam block[14]

Fig.17 Views of manifold method meshes in several directions[14]

Fig.18 Stresses on the upstream surface[14]

Fig.19 Finite element meshes of the reference solution[13]

Fig.20 Temperature history at center point

Fig.21 Arch dam meshes[3]

Fig.22 Time history of z-direction displacement[3]