The modeling of fracture and damage in materials undergoing coupled physical processes remains a fundamental challenge in computational mechanics. Our work focuses on the development of thermodynamically consistent constitutive frameworks that describe the interaction between deformation, damage evolution, and transport phenomena in porous and heterogeneous materials. Particular emphasis is placed on poromechanical systems, where fracture processes are governed by the coupling between solid deformation, pore-pressure evolution, and evolving permeability. Within this setting, damage and transport are treated as coupled processes embedded within an energy-based formulation, allowing for a consistent representation of material degradation and fluid flow . A central aspect of this research is the formulation of non-local and multi-length-scale models that regularize strain localization and enable the representation of distributed fracture processes, with distinct length scales associated with mechanical damage and transport to capture hierarchical crack networks and their influence on macroscopic response . Extensions to time-dependent and inelastic behavior incorporate viscoelasticity and damage–plasticity coupling, allowing for the analysis of transient and progressive failure in geomaterials, while energy-based analyses are employed to quantify the partitioning of energy during fracture processes, including elastic storage, viscous dissipation, and damage evolution. Ongoing work extends these formulations to chemomechanical characterization and modeling, with the goal of capturing the role of chemical processes, such as mineral dissolution/precipitation and reactive transport, in driving material degradation and fracture evolution.
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Our work in scientific machine learning focuses on the development of hybrid formulations that integrate machine learning models within established numerical methods, with an emphasis on preserving the structure, stability, and interpretability of physics-based solvers. A central contribution is the Integrated Finite Element Neural Network (IFENN) framework, in which neural networks are embedded within finite element formulations to approximate auxiliary fields or internal variables, thereby reducing the number of coupled unknowns while maintaining numerical robustness . This framework has been extended to nonlinear and multiphysics problems—including non-local damage, thermoelasticity, and phase-field fracture—using architectures such as physics-informed convolutional and temporal convolutional networks to capture spatial and history-dependent behavior . In parallel, we develop operator learning approaches based on DeepONets and their variants, including multiple-input formulations (MIONet) and physics-informed loss functions that enforce equilibrium and energy consistency for structural and multiphysics systems . Recent advances explore alternative operator representations, such as DeepOKAN for enhanced expressivity and NCDE-based operator learning for continuous-time modeling of transient systems, addressing limitations of discrete-time sequence models . Ongoing efforts extend these ideas toward foundation models for computational mechanics, agentic AI for adaptive simulation workflows, and systematic analysis of error convergence, stability, and hyperparameter sensitivity in physics-informed and hybrid learning frameworks.
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Structural and geotechnical digital twins in our work are formulated as hybrid frameworks that integrate finite element modeling, sensing data, and operator learning to enable real-time prediction and monitoring of infrastructure systems. A central component is the use of physics-informed neural operators, such as DeepONet, to approximate mappings between loading conditions and full-field structural responses across the entire domain. By embedding physical constraints—such as equilibrium and energy consistency—through stiffness-based loss formulations, these models achieve accurate prediction of displacements and rotations at all mesh points while avoiding repeated finite element analyses, enabling near real-time evaluation of structural behavior .
These ideas are extended to dynamic systems through multiple-input operator learning (MIONet), which incorporates spatial and temporal representations to predict structural response under time-dependent loading while enforcing dynamic equilibrium using mass, damping, and stiffness operators . In parallel, data-driven frameworks for damage identification integrate finite element simulations with sparse sensing data to detect, quantify, and localize damage, as demonstrated on the KW51 bridge . Ongoing work focuses on the development of a comprehensive digital twin for the Mussafah Bridge, funded by the Abu Dhabi DMT, with the broader goal of enabling scalable, real-time digital twin systems for structural and geotechnical infrastructure.
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Our work on subsurface processes focuses on the development of thermodynamically consistent constitutive and computational frameworks for reservoir geomaterials, with an emphasis on coupled deformation, fracture, and fluid transport in porous media. Central to this effort are non-local damage and damage–plasticity formulations, which regularize strain localization and enable physically meaningful representation of fracture process zones, permeability evolution, and fluid-driven failure mechanisms. These models capture the strong coupling between mechanical deformation and fluid flow governed by Darcy-type transport, allowing for the simulation of hydraulic fracture, fracture–permeability interactions, and evolving flow pathways in reservoir systems. Energy-based formulations further provide a quantitative description of energy storage and dissipation during fluid-driven fracturing, offering insight into fracture propagation and transport efficiency in subsurface environments .
In parallel, we develop computational strategies for accelerating multiphysics reservoir simulations, addressing the significant cost of coupled THM and chemo-mechanical problems. The Integrated Finite Element Neural Network (IFENN) framework enables efficient solution of these systems by embedding neural network surrogates within finite element formulations, reducing the number of coupled unknowns while preserving numerical stability and physical consistency . Extensions to transient and history-dependent processes using temporal convolutional networks and operator learning demonstrate the ability to capture load-history-dependent fracture and transport behavior with reduced computational effort . While current developments focus on constitutive and component-scale modeling, ongoing efforts aim to enable integration within large-scale reservoir simulators (e.g., GEOS) through collaboration with national laboratories, providing a pathway toward scalable, high-fidelity modeling of subsurface systems for geoenergy applications.
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