Numerical simulation and design recommendations for prestressed steel stayed columns subjected to static and dynamic effects. [PDF]
AboElnaga A +4 more
europepmc +1 more source
Rib‐Reinforced Ultralight and Ultra‐Strong Shell Lattices
This study thoroughly reveals the relation between the curvature and stress direction of triply periodic minimal surface (TPMS) thin shell lattices and proposes a novel rib reinforcement design strategy to incorporate ribs along the line of asymptotes (LOA) and the line of principal curvatures (LOC) to enhance the strength of ultralight TPMS shell ...
Winston Wai Shing Ma +6 more
wiley +1 more source
Crashworthiness Design of Bidirectional Pyramidal Energy-Absorbing Tubes Based on Centipede Structures. [PDF]
Bie A, Guo X, Du D, Xie Y.
europepmc +1 more source
Buckling Mode Controlled Design for Side Member in car-to-car Frontal Crash
Qiang Yu +3 more
openalex +2 more sources
A CoCrFeNiTa0.4 eutectic high‐entropy alloy achieves a near‐theoretical yield strength of 2.6 GPa with 13.6% plasticity. This breakthrough stems from a hierarchical nanostructure (FCC‐Laves lamellae with L12/D022 precipitates), which alleviates the inter‐phase modulus/hardness mismatch through synergistic strengthening and toughening, guiding the ...
Yusha Luo +10 more
wiley +1 more source
Independent Channel Method for Lattice Thermal Conductance in Corrugated Graphene Ribbons. [PDF]
Barreto OI, Wang C.
europepmc +1 more source
This study combines full‐field tomography with diffraction mapping to quantify radial (ε002$\varepsilon _{002}$) and axial (ε100$\varepsilon _{100}$) lattice strain in wrinkled carbon‐fiber specimens for the first time. Radial microstrain gradients (−14.5 µεMPa$\varepsilon \mathrm{MPa}$−1) are found to signal damage‐prone zones ahead of failure, which ...
Hoang Minh Luong +7 more
wiley +1 more source
Buckling Performance of Prefabricated Light-Gauge Steel Frame Materials Under Combined Random Defects During Construction: A CRITIC-Based Analysis. [PDF]
Yao G, Lei T, Yang Y, Zhu M.
europepmc +1 more source
Determination of the first transition of mode shapes for buckling and free vibration problems of uniform simply supported beams on variable two parameter elastic foundations through the concept of equivalent uniform Winkler foundation [PDF]
G. Venkateswara Rao
openalex

