Yonghui Wang

TL;DR: In this article, two approaches for predicting the responses of axially restrained steel-concrete-steel (SCS) sandwich panels subjected to blast loads are reported, and the tensile membrane action of steel faceplates in the SCS sandwich panel is considered.

TL;DR: In this article, the performance of novel foam concrete filled auxetic aluminium honeycombs subjected to quasi-static and low velocity compression is experimentally and numerically investigated, and the response modes of the composites change from compression failure with low peak stress to stable plateau stress to shear failure with high peak stress and severely fluctuated plateau stress with increasing foam concrete density.

TL;DR: In this article, the authors investigated the blast response behaviors of curved steel-concrete-steel (SCS) sandwich shells using nonlinear finite element method and showed that shear connectors played a vital role in bonding the face plates and concrete core and therefore improving the blast resistant capacity of curved SCS sandwich shell.

TL;DR: In this paper, the impact performance of curved steel-concrete-steel (CSCS) sandwich shells with bolt connectors subjected to a hemi-spherical head drop hammer was investigated.

TL;DR: In this article, aluminum honeycombs of the same areal density with and without foam concrete filling subjected to quasi-static and dynamic compression were experimentally tested to prevent premature failure, and the influence of major governing factors including cell size of honeycomb, density of foam concrete and loading rate on the performance in terms of compressive strength and energy absorption capacity were systematically examined.