Extension of three-dimensional discontinuous deformation analysis for solid block motions in predefined fluid field

IF 4.2 2区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Engineering Analysis with Boundary Elements Pub Date : 2025-01-18 DOI:10.1016/j.enganabound.2025.106124
Xinyan Peng, Xuanmei Fan, Pengcheng Yu, Guangqi Chen, Mingyao Xia, Yingbin Zhang, Xiao Cheng, Chao Liang
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Abstract

Solid–fluid numerical simulations involving open channels are usually complicated, especially for large solid displacements. An extended three–dimensional discontinuous deformation analysis (3D DDA) method incorporating depth-integrated two-dimensional fluid dynamics was proposed to evaluate solid movement considering fluid actions. In this method, two types of fluid forces on solid blocks, buoyancy and drag forces, are calculated under complex fluid surface conditions and behave as external forces on solid blocks. The accuracy of the extended 3D DDA method in calculating the block buoyancy and fluid drag forces was validated using a block acceleration model. A hypothetical open-channel model involving non-uniform and asymmetric terrain was studied to show the extended 3D DDA method is applicable to study sliding mass deposition in general cases. A hypothetical bridge unseating case threatened by flood and floating objects was then studied, which showed that both the uprising flood and floating objects could cause serious damage to a bridge in a flood event. Finally, the deposition of sliding mass in the Yangjiagou landslide was simulated, demonstrating the influence of fluid dynamics on the deposition characteristics. The results showed that the extended 3D DDA method is adaptable and efficient in analyzing discrete block systems involving open-channel fluid action.
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固体块体运动在预定流场中的三维不连续变形分析推广
涉及明渠的固流数值模拟通常是复杂的,特别是对于大的固体位移。提出了一种结合深度积分二维流体力学的扩展三维不连续变形分析(3D DDA)方法,以评估考虑流体作用的固体运动。在该方法中,计算了在复杂流体表面条件下固体块体上的两种流体力,浮力和阻力,它们表现为固体块体上的外力。通过块体加速度模型验证了扩展的三维DDA方法在计算块体浮力和流体阻力方面的准确性。研究了非均匀非对称地形下的假设明渠模型,证明了扩展的三维DDA方法在一般情况下适用于研究滑动体沉积。研究了在洪水和漂浮物威胁下桥梁脱桥的假设情况,结果表明,洪水和漂浮物都可能对桥梁造成严重的破坏。最后,对杨家沟滑坡滑动体的沉积过程进行了模拟,验证了流体力学对滑动体沉积特性的影响。结果表明,扩展的三维DDA方法对包含明渠流体作用的离散块体系统具有较好的适应性和有效性。
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来源期刊
Engineering Analysis with Boundary Elements
Engineering Analysis with Boundary Elements 工程技术-工程:综合
CiteScore
5.50
自引率
18.20%
发文量
368
审稿时长
56 days
期刊介绍: This journal is specifically dedicated to the dissemination of the latest developments of new engineering analysis techniques using boundary elements and other mesh reduction methods. Boundary element (BEM) and mesh reduction methods (MRM) are very active areas of research with the techniques being applied to solve increasingly complex problems. The journal stresses the importance of these applications as well as their computational aspects, reliability and robustness. The main criteria for publication will be the originality of the work being reported, its potential usefulness and applications of the methods to new fields. In addition to regular issues, the journal publishes a series of special issues dealing with specific areas of current research. The journal has, for many years, provided a channel of communication between academics and industrial researchers working in mesh reduction methods Fields Covered: • Boundary Element Methods (BEM) • Mesh Reduction Methods (MRM) • Meshless Methods • Integral Equations • Applications of BEM/MRM in Engineering • Numerical Methods related to BEM/MRM • Computational Techniques • Combination of Different Methods • Advanced Formulations.
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