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1. Heterogeneous mesoscale concrete model bonded with PZT sensor for electromechanical admittance-based structural damage identification NSTL国家科技图书文献中心

Yang, Zeliang |  Ai, Demi... -  《Smart Materials & Structures》 - 2025,34(3) - 共21页

摘要: mesoscale concrete model for resolving the EMA signiatures |  developed to establish the mesoscale concrete model with |  mesoscale model showed more accurate resolution of the EMA |  studies were conducted between the proposed mesoscale |  validate the proposed model, rigorous experiments were
关键词: concrete mesoscale model |  piezoceramic transducer |  electromechanical admittance |  finite element method |  random aggregate model |  damage identification

2. Interpreting Concrete Fatigue Damage at the Mesoscale: Model Development and Parametric Analyses NSTL国家科技图书文献中心

Hui Jiang |  Xiao Zhao... -  《Fatigue & Fracture of Engineering Materials & Structures》 - 2025,48(5) - 2325~2338 - 共14页

摘要: mesoscale. An equivalent stochastic mechanical model is |  initial defects. The model is further enhanced by | . The numerical model and implementation scheme serve | This study presents a numerical framework for |  evaluating the fatigue damage behavior of concrete at the
关键词: concrete |  fatigue damage |  heterogeneity |  mesoscale simulation |  periodic boundary conditions

3. Mesoscale fracking modelling of heterogeneous quasi-brittle materials using a hydromechanical coupled cohesive phase-field model NSTL国家科技图书文献中心

Li, Hui |  Wang, Shanyong... -  《Engineering Fracture Mechanics》 - 2025,317 - 110889~ - 共26页

摘要:This study develops two mesoscale hydraulic |  hydromechanical coupled cohesive phase-field model with random | , respectively, for simulating complicated 2D/3D mesoscale | . The hydromechanical cohesive phase-field model is |  used to automatically model fluid-driven crack
关键词: Random mesoscale models |  Fracking |  Phase-field model |  Quasi-brittle material |  Monte Carlo simulation

4. Parameter investigation and efficiency evaluation of unified phase-field theory in mesoscale fracture analysis of fully-graded concrete under uniaxial tension NSTL国家科技图书文献中心

Qin X. |  Wang X.... -  《Engineering Fracture Mechanics》 - 2025,314 - 110696~ - 共28页

摘要: Phase-field Cohesive Zone Model (PF-CZM) for mesoscale |  under uniaxial tension. The developed mesoscale model |  the obtained parameters, the adjusted mesoscale |  model primarily shows dispersed cracks randomly | © 2024 Elsevier LtdThis study investigates the
关键词: Crack propagation |  Fully-graded concrete |  Mesoscale model |  Uniaxial tensile experiment |  Unified phase-field theory

5. Minkowski Sum-Enhanced 3D Mesoscale Structure Model for Concrete with High Aggregate Volume Fractions NSTL国家科技图书文献中心

Meng, Qing-Xiang |  Fan, Kai-Feng... -  《Journal of Engineering Mechanics》 - 2025,151(2) - 共15页

摘要: method for generating three-dimensional (3D) mesoscale |  enhancing computational efficiency and model accuracy | This paper presents a novel and efficient |  structures of concrete using the discrete element method |  (DEM). The proposed approach enables the flexible and
关键词: Random mesoscale structure |  Failure evolution |  Adjustable mesoscale concrete models |  Discrete element method (DEM) collision |  Minkowski Sum

6. A foundational framework for the mesoscale modeling of dynamic elastomers and gels NSTL国家科技图书文献中心

Robert J. Wagner |  Meredith N. Silberst... -  《Journal of the Mechanics and Physics of Solids》 - 2025,194(Jan.) - 105914.1~105914.20 - 共20页

摘要: mesoscale model access to larger spatiotemporal domains | Discrete mesoscale network models, in which | , whether such mesoscale models accurately represent the |  mesoscale approach in which only tethered dynamic bonding |  mesoscale approach reasonably reproduces the chain
关键词: Dynamic polymers |  Network mechanics |  Computational modeling |  Mesoscale model |  Viscoelastic |  Reversible bonds

7. Cause and Characteristics of Changes in Mesoscale Convective Systems within a Convection-Permitting Regional Climate Model NSTL国家科技图书文献中心

Wallace, Brendan |  Haberlie, Alex m.... -  《Journal of Climate》 - 2025,38(2) - 461~479 - 共19页

摘要: mesoscale convective systems (MCSs) are assessed using |  convection- permitting regional climate model simulations | Changes in the frequency and intensity of | . We present a novel classification method that |  relates MCSs to the magnitude of their large-scale
关键词: Precipitation |  Climate change |  Numerical analysis/modeling |  Extreme events

8. Numerical Investigation Into Mechanical Behavior of Metastable Olivine During Phase Transformation: Implications for Deep-Focus Earthquakes NSTL国家科技图书文献中心

Sindhusuta, S. |  Chi, Sheng-Wei... -  《Journal of geophysical research.Solid earth》 - 2025,130(2) - n/a~n/a - 共27页

摘要: consistent constitutive model is developed to capture the |  numerical model enables considering multiscale material | , mesoscale heterogeneity, and various phases or variants of |  effects. The model is validated with several benchmarks |  olivine to spinel. The validated model is used to study
关键词: phase transformation |  mesoscale model |  deep-focus earthquakes |  metastable olivine transformation

9. Damage initiation strengths for the mesoscale lamina damage model of fiber-reinforced polymer composite laminates NSTL国家科技图书文献中心

Ariff, Intanfifiziea... |  Ahmad, Zaini... -  《Journal of Composite Materials》 - 2025,59(11) - 1399~1415 - 共17页

摘要: outcomes of the computational model fit the second-order |  coupon. The damage model is validated by the comparable | The damage initiation criteria based on |  Hashin's theory for fiber-reinforced composite lamina are |  refined by replacing the fracture strengths with the
关键词: Damage initiation strength |  digital image correlation |  finite element simulation |  meso-scale lamina damage model |  unidirectional CFRP composite laminate

10. Three-dimensional mesoscale analysis of the bending behavior of polyethylene fiber reinforced engineered cementitious composite NSTL国家科技图书文献中心

Depo Yang |  Yunfeng Xiao... -  《Construction and Building Materials》 - 2025,462(Feb.7) - 140027.1~140027.18 - 共18页

摘要: developed a three-dimensional mesoscale finite element |  simulated through the concrete damaged plasticity model |  proposed mesoscale finite element modeling method is | Polyethylene fiber reinforced engineered |  cementitious composite (PE-ECC) has garnered extensive
关键词: Engineered cementitious composite |  Mesoscale model |  Finite element analysis |  Flexural behavior |  Orthogonal design
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