Journal Papers
Toward engineering lattice structures with the material point method (MPM).
Preliminary study on multi-scale modeling of asphalt materials: Evaluation of material behavior through an RVE-based approach.
Numerical modeling of the effects of impact conditions, foundation stiffness, and cable pretension on the behavior of high-tension guard cable systems.
A phase-field formulation for cohesive fracture based on the Park–Paulino–Roesler (PPR) cohesive fracture model.
Fracture modeling of rubber-modified binder based on Discrete Element Method.
Sustainable 3D printing of recyclable biocomposite empowered by flash graphene.
Limiting the first principal stress in topology optimization: a local and consistent approach.
Local stress constraints in topology optimization of structures subjected to arbitrary dynamic loads: A stress aggregation-free approach.
Characterization of viscoelastic properties of asphalt mixtures at low temperatures using the DC(T) creep test.
PolyDyna: a Matlab implementation for topology optimization of structures subjected to dynamic loads. Structural and Multidisciplinary Optimization.
PolyStress: a Matlab implementation for local stress-constrained topology optimization considering material nonlinearity.
Fractional topology optimization of periodic multi-material viscoelastic microstructures with tailored energy dissipation.
A unified approach for topology optimization with local stress constraints considering various failure criteria: von Mises, Drucker–Prager, Tresca, Mohr–Coulomb, Bresler–Pister and Willam–Warnke.
Topology optimization with local stress constraints: A stress aggregation-free approach.
Multi-material thermomechanical topology optimization with applications to additive manufacturing: Design of main composite structure and its support structure.
Fractional calculus derivation of a rate-dependent PPR-based cohesive fracture model: Theory, implementation, and numerical results.
An efficient mixed-mode rate-dependent cohesive fracture model using sigmoidal functions.
Inverse estimation of cohesive fracture properties of asphalt mixtures using an optimization approach.
Second-order analysis of an imperfect corroded tubular member on a two-parameter elastic foundation.
A study on the thermodynamic consistency of the Park–Paulino–Roesler (PPR) cohesive fracture model.
Large-deflection and postbuckling of beam-columns with non-linear semi-rigid connections including shear and axial effects.
Dynamic stability of slender columns with semi-rigid connections under periodic axial load: Theory.
Dynamic stability of slender columns with semi-rigid connections under periodic axial load: Verification and examples.
Axially restrained beam-column with initial imperfections and nonlinear end connections subject to high temperatures.
Invited Lectures
Multi-material thermomechanical topology optimization with applications to additive manufacturing: Design of main composite part and its support structure.
Topology optimization with local stress constraints: A unifying paradigm.
Topology optimization of single- and multi-phase materials and structures: Single-physics and multi-physics designs.
Fractional viscoelastic theory for modeling fracture of time- and rate-dependent media.
Conference Proceedings
Topology optimization with local stress constraints: An aggregation-free approach.
Fractional viscoelastic mixed-mode fracture: A PPR-based rate-dependent cohesive zone model using fractional calculus.
On topology optimization of periodic multi-material viscoelastic microstructures using a fractional viscoelastic material model.
A novel mixed-mode rate-dependent cohesive zone model using fractional viscoelastic theory.
A novel mixed-mode rate-dependent cohesive zone model using fractional viscoelastic theory.
Fractional viscoelastic material design through topology optimization.
A mixed-mode rate-dependent cohesive-zone model using fractional viscoelasticity.
Inverse Estimation of Cohesive Fracture Properties of Asphalt Mixtures Using Nonlinear Optimization.
Parametric analysis of adjacent prestressed concrete box-beams with UHPC-dowel shear keys.
Finite element modeling of adjacent prestressed concrete box beams.