Results 241 to 250 of about 1,652 (302)

Experimental data of structural tests on non-continuously stiffened steel panels subjected to uniform compression. [PDF]

Data Brief
Lukas I, Timmers R, Ropele M, Lang R.
europepmc   +1 more source

Recent Advances in Photonic Bound States in the Continuum: From Fundamentals to Engineering and Implementation

Laser &Photonics Reviews, EarlyView.
This review summarizes recent progress in meta‐photonics with a focus on bound states in the continuum (BICs) as a powerful platform for light confinement and control. It covers fundamental concepts, design strategies across optical regimes, symmetry breaking for practical quasi‐BICs, tunable and AI‐assisted BIC devices, and emerging applications in ...
Hafiz Saad Khaliq, Hak‐Rin Kim
wiley   +1 more source

RIS-Aided Physical Layer Security with Imperfect CSI: A Robust Model-Driven Deep Learning Approach. [PDF]

Entropy (Basel)
Miao R, Song Z, Li Y, Li X, Liu L, Shao G, Wang B.   +6 more
europepmc   +1 more source

Failure mechanism and bearing force of CFRP strengthened square hollow section under compressive load. [PDF]

Sci Rep
Huang C, Wei YH, Ma KJ, Liu ZQ, Tian PG, Zhao BZ.   +5 more
europepmc   +1 more source

Finite element validation dataset of additively manufactured equal angle section stub columns. [PDF]

Data Brief
Chater B, Wang J, Evernden M.
europepmc   +1 more source

Hollow Auxetic Polymer Structures with Manufacturing-Constrained Design and Mechanical Validation. [PDF]

Polymers (Basel)
Bridge F, Albarakati R, Hassanin H, Essa K.   +3 more
europepmc   +1 more source

Shear and Compression Wrinkling Experimental Analysis with a Sandwich Beam Submitted to Three-Point Bending. [PDF]

Materials (Basel)
Gashe B, Alawode A, Rivallant S, Castanié B.   +3 more
europepmc   +1 more source

Effects of Initial Geometric Imperfection on Stability of Single-Layer Reticulated Shell

Advanced Materials Research, 2011
The stability of reticulated shell is a key issue for single-layer reticulated shell. In the paper, a single-layer arch-supported shell structure was analyzed by finite element software MIDAS. The eigenvalue buckling analysis and the geometric nonlinear overall stability analysis with initial imperfection of the model which carried two different load ...
Fei Hua Zheng, Jin Song Lei, Wen Zhi Yin
openaire   +2 more sources