Results 211 to 220 of about 213,923 (293)
Random forest-based prediction of shallow slope stability considering spatiotemporal variations in unsaturated soil moisture. [PDF]
Li Y +4 more
europepmc +1 more source
A simplified thermoplastic pultrusion model is developed to predict thermal fields in glass fiber/polyethylene terephthalate (GF/PET) composites with reduced computational cost. By combining effective material homogenization, validation against literature data, and Gaussian‐process‐based optimization, the study reveals how heating limits, pulling speed,
Elder Soares +3 more
wiley +1 more source
Machine learning based prediction of geotechnical parameters affecting slope stability in open-pit iron ore mines in high precipitation zone. [PDF]
Gladious J, Paul PS, Mukhopadhyay M.
europepmc +1 more source
Phase‐field simulations coupled with dislocation‐density‐based crystal plasticity modeling reproduce γ′ rafting behavior in single‐crystal Ni‐based superalloys under varied loading conditions. The model captures both macroscopic creep and microscopic morphology evolution, with results matching high‐temperature creep experiments.
Micheal Younan +5 more
wiley +1 more source
Investigating slope stability of multiple stopes prone to instability in the Ziluoyi iron ore mining site. [PDF]
Yang Z +9 more
europepmc +1 more source
Additive manufacturing provides precise control over the placement of continuous fibres within polymer matrices, enabling customised mechanical performance in composite components. This article explores processing strategies, mechanical testing, and modelling approaches for additive manufactured continuous fibre‐reinforced composites.
Cherian Thomas, Amir Hosein Sakhaei
wiley +1 more source
Analysis on slope stability by anchorage based on soil creep with flood effect. [PDF]
Wang J, Liu L.
europepmc +1 more source
Phase Field Failure Modeling: Brittle‐Ductile Dual‐Phase Microstructures under Compressive Loading
The approach by Amor and the approach by Miehe and Zhang for asymmetric damage behavior in the phase field method for fracture are compared regarding their fitness for microcrack‐based failure modeling. The comparison is performed for the case of a dual‐phase microstructure with a brittle and a ductile constituent.
Jakob Huber, Jan Torgersen, Ewald Werner
wiley +1 more source
Investigating the coupling effects of rainfall intensity and slope inclination on soil-rock mixture slope stability and failure modes. [PDF]
Zhou F +6 more
europepmc +1 more source

