Journal of Fluids and Structures

The above files contain the ‘fig’ format of the matlab image and some of the original data.

Comparison of experimental dynamic stall with a modified Leishman-Beddoes model. 1 ReadMe, 2 Normal force and Moment coefficient for an oscillating flat plate undergoing dynamic stall, 3 Normal force and Moment coefficient for an oscillating NACA 0012 undergoing dynamic stall 4 Normal force and Moment coefficient for an oscillating NACA 0018 undergoing dynamic stall

The zip file contains 1. The original Matlab files with "fig" format 2. AutoCad Drawings 3. Excel files of supports coordinates 4. Pictures of the experiment

In the file, fixed length is the data of the section 'Effect of thickness' and fixed thickness is the data of the section 'Effect of length' .

the first version of the source code of ALFBM

AboutThis coupled wave-vegetation model aims to tackle the interaction between linear waves and flexible vegetation with large deflections. Note that here only linear wave is considered. The vegetation model is based on the explicit truss spring model, which is capable of resolving the motion of flexible vegetation. The coupling between flow and vegetation is implemented using a diffused immersed boundary method.GitLabThe code is developed openly at DTU GitLab Repository - WaveVegetationInteraction where you can access the latest version. Future releases will be autuomatically imported.PublicationsWei, Z., Shao, Y., Kristiansen, T., & Kristiansen, D. (2024). An efficient numerical solver for highly compliant slender structures in waves: Application to marine vegetation. Journal of Fluids and Structures, 129, Article 104170.Wei, Z., Weiss, M., Kristiansen, T., Kristiansen, D., & Shao, Y. (2024). Wave attenuation by cultivated seaweeds: A linearized analytical model. Coastal Engineering, 104642.

This study presents an advanced numerical model for predicting a two-dimensional coupled galloping and vortex-induced vibration (VIV) in cross-flow and in-line directions of square cylinders under symmetric and asymmetric flow orientations. The present model combines the quasi-steady theory for the galloping with the nonlinear structure-wake oscillators simulating VIV, capturing the time-varying drag and lift hydrodynamic forces with the time-averaged and fluctuating components.

AboutThis coupled wave-vegetation model aims to tackle the interaction between linear waves and flexible vegetation with large deflections. Note that here only linear wave is considered. The vegetation model is based on the explicit truss spring model, which is capable of resolving the motion of flexible vegetation. The coupling between flow and vegetation is implemented using a diffused immersed boundary method.GitLabThe code is developed openly at DTU GitLab Repository - WaveVegetationInteraction where you can access the latest version. Future releases will be autuomatically imported.PublicationsWei, Z., Shao, Y., Kristiansen, T., & Kristiansen, D. (2024). An efficient numerical solver for highly compliant slender structures in waves: Application to marine vegetation. Journal of Fluids and Structures, 129, Article 104170.Wei, Z., Weiss, M., Kristiansen, T., Kristiansen, D., & Shao, Y. (2024). Wave attenuation by cultivated seaweeds: A linearized analytical model. Coastal Engineering, 104642.

This study presents an advanced numerical model for predicting a two-dimensional coupled galloping and vortex-induced vibration (VIV) in cross-flow and in-line directions of square cylinders under symmetric and asymmetric flow orientations. The present model combines the quasi-steady theory for the galloping with the nonlinear structure-wake oscillators simulating VIV, capturing the time-varying drag and lift hydrodynamic forces with the time-averaged and fluctuating components.

This Matlab code can be used for generating a steady state slug hydrodynamic profile for an inclined pipe transporting the multiphase liquid-gas flow, based on a slug unit cell concept.