Modeling the basis part by truss elements is an effective different to extra computationally-demanding solid parts. (2024), the height uprooting resistance with satisfying accuracy is obtained by the developed model with a a lot lower computational value. To illustrate the power of the developed hybrid MPM mannequin in simulating tree uprooting involving advanced RSAs in addition to show its superiority over using simplified RSAs, a comparative research is performed. Although advanced architectures of root methods can be explicitly modeled by a sequence of truss parts, the root systems in Cases A and B are rather easy. In the literature, each complicated and simplified RSAs had been utilized in numerical modeling of tree uprooting.
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An open-source MPM code called MPM3D-F90 and the MPM3D solver developed by Zhang et al. (2016) are used on this examine. FEM truss components were first launched into MPM by Lian et al. In this examine, a string of truss components are used to model a root component of the foundation system as roots are sometimes subjected to rigidity too (Dupuy et al. More importantly, advanced RSAs may be modeled by truss components as they are 1D parts with no need of discretization at the root cross section. The uprooting strategy of a tap root system is simulated using root models with a complex multi-order RSA and an equivalent simplified RSA, respectively. (2011) to simulate rebars that mainly bear tensile loading. More importantly, utilizing 1D truss components in MPM permits handy modeling of a posh RSA with greatly lowered computational costs, compared with using 3D strong elements to model tree roots. 4(b) used in this research is three times larger than that utilized in Huang et al.

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