A soft–rigid contact model of MPM for granular flow impact on retaining structures
A soft–rigid contact model of MPM for granular flow impact on retaining structures
复制标题
用于颗粒流对支护结构影响的 MPM 软刚性接触模型
DOI:
10.1007/s40571-018-0188-5
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发表时间:
2018-02
影响因子:
3.3
通讯作者:
Gutierrez Marte
中科院分区:
文献类型:
--
作者:
Li Xinpo;Xie Yanfang;Gutierrez Marte
Protective measures against hazards associated with rapid debris avalanches include a variety of retaining structures such as rock/boulder fences, gabions, earthfill barriers and retaining walls. However, the development of analytical and numerical methods for the rational assessment of impact force generated by granular flows is still a challenge. In this work, a soft–rigid contact model is built under the coding framework of MPM which is a hybrid method with Eulerian–Lagrangian description. The soft bodies are discretized into particles (material points), and the rigid bodies are presented by rigid node-based surfaces. Coulomb friction model is used to implement the modeled contact mechanics, and a velocity-dependent friction coefficient is coupled into the model. Simulations of a physical experiment show that the peak and residual value of impact forces are well captured by the MPM model. An idealized scenario of debris avalanche flow down a hillslope and impacting on a retaining wall are analyzed using the MPM model. The calculated forces can provide a quantitative estimate from which mound design could proceed for practical implementation in the field.
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影响因子:
2.1
作者:
Yuan-jun Jiang;Y. Zhao
通讯作者:
Yuan-jun Jiang;Y. Zhao
影响因子:
5.8
作者:
K. Soga;E. Ágreda;Alba Yerro Colom;K. Kumar;S. Bandara
通讯作者:
K. Soga;E. Ágreda;Alba Yerro Colom;K. Kumar;S. Bandara
影响因子:
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作者:
F. Ferri;G. Toro;T. Hirose;R. Han;H. Noda;T. Shimamoto;M. Quaresimin;N. D. Rossi
通讯作者:
F. Ferri;G. Toro;T. Hirose;R. Han;H. Noda;T. Shimamoto;M. Quaresimin;N. D. Rossi
DOI:
10.1016/s0045-7825(99)00338-2
发表时间:
2000-07
影响因子:
7.2
作者:
S. Bardenhagen;J. Brackbill;D. Sulsky
通讯作者:
S. Bardenhagen;J. Brackbill;D. Sulsky
影响因子:
6.2
作者:
Yuan-jun Jiang;I. Towhata
通讯作者:
Yuan-jun Jiang;I. Towhata