Application of weakly compressible and truly incompressible SPH to 3-D water collapse in waterworks
By Eun-Sug Lee, Damien Violeau, R. Issa, Stéphane Ploix. 2010
135 citations recorded by the source corpus.
Subfields: Computational Mechanics
View Paper: https://www.semanticscholar.org/paper/6078e2bde37e991dd71e6f8ed6f529d834edf00e
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Computational Mechanics
- Benedict D. Rogers
- Damien Violeau
- Moncho Gómez-Gesteira
- Alejandro J. C. Crespo
- Mostafa Safdari Shadloo
- A. Zainali
- Robert A. Dalrymple
- Nima Tofighi
Citations in the corpus
- Numerical investigation of Newtonian and non-Newtonian multiphase flows using ISPH method (2013, background): “There are several recent works which have aimed to compare ISPH against WCSPH for free surface and bluff body problems [15–19].”
- State-of-the-art of classical SPH for free-surface flows (2010, background): “Nevertheless, several authors (Lee et al. 2008, Lee et al. 2009) have considered this incompressible approach with accurate results.”
- Smoothed particle hydrodynamics (SPH) for free-surface flows: past, present and future (2016, background): “(3) Integration of well-validated SPH codes into the design methodologies should be promoted to hydraulic, water, energy, and environmental hydraulics companies and agencies, e.g. the design of breakwaters or spillways (Altomare et al., 2014; Lee et al., 2010; Rogers et al., 2010).”