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Song et al. [7] proposed a nonconforming flat shell elements model for train bridge interaction analysis, which allowed the analysis of local vibration of the bridge deck.
This work reports the introduction of a new finite elements model, for the estimation of the Young's modulus (E) of metallic foams obtained by means of powder metallurgy using a Space Holder Phase (SHP).
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Detailed finite elements models for a honeycomb panel are developed in this study including the insert joints.
Figure 3 Finite element model for stationary crack analysis.
It indicates that the finite element model for the ten-module TPM is accurate.
The finite element model for the balloon-stent-artery system is shown in Figure 1.
Open image in new window Fig. 9 Finite element model for prototype structure.
Open image in new window Fig. 5 3-D finitelementnt model for test slabs.
The finite element model for the analysis of the slabs is shown in Fig. 21.
Finite element model for a violin top plate was constructed using shell elements.
This model is implemented in a fibril-reinforced biphasic finite element model for soft hydrated tissues.
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