A Lightweight Procedural Layer for Hybrid Experimental–Computational Workflows in Materials Science
We unveil a prototype hybrid‐workflow framework that fuses automatedcomputation with hands‐on experiments. Built atop pyiron, a lightweight, parameterized layer translates procedure descriptions into executable manual steps, syncing instrument settings, human interventions, and data capture in real‐time today.
Steffen Brinckmann +8 more
wiley +1 more source
Study on an interpretable prediction model for pile bearing capacity based on SHAP and BP neural networks. [PDF]
Li S +5 more
europepmc +1 more source
PASTA‐ELN: Simplifying Research Data Management for Experimental Materials Science
Research data management faces ongoing hurdles as many ELNs remain complex and restrictive. PASTA‐ELN offers an open‐source, cross‐platform solution that prioritizes simplicity, offline access, and user control. Its in tuitive folder structure, modular Python add‐ons, and open formats enable seamless documentation, FAIR data practices, and easy ...
S. Brinckmann, G. Winkens, R. Schwaiger
wiley +1 more source
Short-term charging load prediction study of electric vehicle charging stations based on K-Medoids clustering and multi-factor optimization decomposition. [PDF]
Li H +5 more
europepmc +1 more source
Development of a novel pendulum column base isolation system with vertical negative stiffness (PC-VNS) for pile-like behavior for seismic applications. [PDF]
Azizi A, Barghian M.
europepmc +1 more source
Microbial Community Dynamics Driven by Different Nitrogen Sources During Forestry Waste Composting for <i>Pleurotus ostreatus</i> Cultivation. [PDF]
Li S +9 more
europepmc +1 more source
A Study on the Negative Friction Mechanisms in Piles Within Recycled Dredged Waste Fills. [PDF]
Hou X +5 more
europepmc +1 more source
Improved artificial hummingbird algorithm for electric vehicle charging station fast and slow charging location determination method. [PDF]
Fan S, Zeng X, Li L, Xu S.
europepmc +1 more source
Formulation of Transfer Curves for Reversal Loadings Based on Soil-Concrete Interface Tests and Flat Dilatometer Soundings. [PDF]
Mikina K, Konkol J.
europepmc +1 more source
A study on pile penetration mechanism and bearing capacity of the vibratory driven piles
Shunsuke Moriyasu, 俊介 森安
openalex +1 more source

