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Consequences of Terzaghi’s effective stress decomposition in the context of finite strain poro-mechanics (2024)
Conference Proceeding
Pretti, G., Coombs, W. M., & Augarde, C. E. (2024). Consequences of Terzaghi’s effective stress decomposition in the context of finite strain poro-mechanics. In W. M. Coombs (Ed.), UKACM Proceedings 2024 (109-112). https://doi.org/10.62512/conf.ukacm2024.019

Poro-mechanics is a branch of mechanics considering the hydro-mechanical behaviour of a porous solid medium whose pores are saturated by a fluid. The presence of both these constituents significantly influences the overall macro-response of the mater... Read More about Consequences of Terzaghi’s effective stress decomposition in the context of finite strain poro-mechanics.

Dynamic three-dimensional rigid body interaction with highly deformable solids, a material point approach (2024)
Conference Proceeding
Bird, R., Pretti, G., Coombs, W., Augarde, C., Sharif, Y., Brown, M., …Johnson, K. (2024). Dynamic three-dimensional rigid body interaction with highly deformable solids, a material point approach. In W. Coombs (Ed.), Proceedings of the 2024 UK Association for Computational Mechanics Conference (153-156). https://doi.org/10.62512/conf.ukacm2024.092

The ability to model rigid body interaction with highly deformable solids is a very useful tool in geoengineering, including the modelling of drag anchors on seabeds and seabed ploughing [7, 1]. However, these simulations entail several numerical cha... Read More about Dynamic three-dimensional rigid body interaction with highly deformable solids, a material point approach.

Preserving non-negative porosity values in a bi-phase elasto-plastic material under Terzaghi’s effective stress principle (2024)
Journal Article
Pretti, G., Coombs, W., Augarde, C., Marchena Puigvert, M., & Reyna Gutierrez, J. A. (2024). Preserving non-negative porosity values in a bi-phase elasto-plastic material under Terzaghi’s effective stress principle. Mechanics of Materials, https://doi.org/10.1016/j.mechmat.2024.104958

Poromechanics is a well-established field of continuum mechanics which seeks to model materials with multiple phases, usually a stiff solid phase and fluid phases of liquids or gases. Applications are widespread particularly in geomechanics where Ter... Read More about Preserving non-negative porosity values in a bi-phase elasto-plastic material under Terzaghi’s effective stress principle.

On the implementation of a material point‐based arc‐length method (2024)
Journal Article
Gavin, N., Pretti, G., Coombs, W., Brigham, J., & Augarde, C. (2024). On the implementation of a material point‐based arc‐length method. International Journal for Numerical Methods in Engineering, 125(9), Article e7438. https://doi.org/10.1002/nme.7438

Summary: The material point method is a versatile technique which can be used to solve various types of solid mechanics problems, especially those involving large deformations. However, the capability of the material point method to track a load‐disp... Read More about On the implementation of a material point‐based arc‐length method.

Cone penetration tests (CPTs) in bi-phase soils: A material point approach with rigid body interaction (2023)
Presentation / Conference
Bird, R., Pretti, G., Coombs, W. M., Augarde, C. E., Sharif, Y., Brown, M., …Johnson, K. (2023, April). Cone penetration tests (CPTs) in bi-phase soils: A material point approach with rigid body interaction. Paper presented at UK Association for Computational Mechanics 2023 (UKACM 2023), University of Warwick, UK

Cone Penetration Tests (CPTs) can be used to determine in-situ material properties and represent a practical choice for site investigation offshore, especially for linear infrastructure, such as Offshore Wind export cables. Information gained from CP... Read More about Cone penetration tests (CPTs) in bi-phase soils: A material point approach with rigid body interaction.

A conservation law consistent updated Lagrangian material point method for dynamic analysis (2023)
Journal Article
Pretti, G., Coombs, W., Augarde, C., Sims, B., Puigvert, M., & Gutierrez, J. (2023). A conservation law consistent updated Lagrangian material point method for dynamic analysis. Journal of Computational Physics, 485, Article 112075. https://doi.org/10.1016/j.jcp.2023.112075

The Material Point Method (MPM) is well suited to modelling dynamic solid mechanics problems undergoing large deformations with non-linear, history dependent material behaviour. However, the vast majority of existing material point method implementat... Read More about A conservation law consistent updated Lagrangian material point method for dynamic analysis.

A comparison of approaches for modelling poro-mechanics in the Material Point Method (2022)
Presentation / Conference
Pretti, G., Coombs, W., & Augarde, C. (2022, April). A comparison of approaches for modelling poro-mechanics in the Material Point Method. Paper presented at UKACM 2022, Nottingham, UK

When it comes to the analysis of fully saturated porous materials, a plethora of formulations [1] are available in the literature. Among them, the so-called u − p formulation constitutes a well-established approach when low-frequency problems are con... Read More about A comparison of approaches for modelling poro-mechanics in the Material Point Method.

A Displacement-controlled Arc-Length Solution Scheme (2021)
Journal Article
Pretti, G., Coombs, W., & Augarde, C. (2022). A Displacement-controlled Arc-Length Solution Scheme. Computers and Structures, 258, Article 106674. https://doi.org/10.1016/j.compstruc.2021.106674

Tracing load-displacement paths in structural mechanics problems is complicated in the presence of critical points of instability where conventional load- or displacement control fails. To deal with this, arc-length methods have been developed since... Read More about A Displacement-controlled Arc-Length Solution Scheme.