Layered metastructure containing freely-designed local resonators for wave attenuation

Combining periodic layered structure with three-dimensional cylindrical local resonators,a hybrid metastructure with improved wave isolation ability was designed and investigated through theoretical and numerical approaches.The metastructure is composed of periodic rubber layers and concrete layers embedded with three-dimensional resonators,which can be freely designed with multi local resonant frequencies to attenuate vibrations at required frequencies and widen the attenuation bandgap.The metastructure can also effectively attenuate seismic responses.Compared with layered rubber-based structures,the metastructure has more excellent wave attenuation effects with greater attenuation and wider bandgap.

Mechanical properties of lattice grid composites

An equivalent continuum method only considering the stretching deformation of struts was used to study the in-plane stiffness and strength of planar lattice grid com- posite materials. The initial yield equations of lattices were deduced. Initial yield surfaces were depicted separately in different 3D and 2D stress spaces. The failure envelope is a polyhedron in 3D spaces and a polygon in 2D spaces. Each plane or line of the failure envelope is corresponding to the yield or buckling of a typical bar row. For lattices with more than three bar rows, subsequent yield of the other bar row after initial yield made the lattice achieve greater limit strength. The importance of the buckling strength of the grids was strengthened while the grids were relative sparse. The integration model of the method was used to study the nonlinear mechanical properties of strain hardening grids. It was shown that the integration equation could accurately model the complete stress-strain curves of the grids within small deformations.

Mechanical properties of lattice grid composites

Unfortunately, an error occurred in Fig. 12. The corrected Fig. 12 is given below.

Blast responses of shallow-buried prefabricated modular concrete tunnels reinforced by BFRP-steel bars

This paper reports the anti-blast performance of shallow-buried prefabricated modular tunnel reinforced by basalt fiber-reinforced polymer(BFRP)-steel bars.Three concrete arch members with steel bars and three concrete arch members with BFRP-steel bars were fabricated,with the other arch parameters kept constant.The three identical arches were assembled into an integral structure and then buried in soil for field anti-blast experiments.Through the experiment,the pressure on the vault,the displacement and acceleration of the vault,the strain in the reinforcement bars and the macroscopic damage of the arches under the blast load were determined.To evaluate the damage of the arch tunnel,a residual load-bearing capacity test was conducted on the arch members after the explosion experiment.The experimental results showed that the BFRP-steel bars reinforced concrete arch exhibited a higher load-bearing capacity and more safety redundancy than the steel bars reinforced concrete arch,and that the BFRP-steel bars could inhibit the occurrence of concrete cracks to a certain extent.A comparison between the arches assembled at different positions showed that the prefabricated modular tun-nel can be simplified directly as a two-dimensional arch structure under the blast load for analysis and calculation.

Design,manufacture and crushing behaviors of bucklinginspired auxetic meta-lattice structures

Introducing buckling pattern into straight-walled lattice structure,anovel buckling inspired lattice meta-structure(BILM)was designed and fabricated using polylactic acid(PLA)by three-dimensional(3D)printing technology.The square lattice structure with positive Poisson’s ratio(PPR)is transformed into negative Poisson’s ratio(NPR)structure by buckling induction.Curved struts decrease the maximum strain,prohibit strut fracture,increase strut contact and induce ductile bending deformation.The meta-topology changes the crushing pattern from brittle layer-by-layer fracture,hybrid crushing pattern to stable plastic crushing when increasing the central angle from 0°to 120°.Buckling inspired meta-lattice structures can obviously improve the energy absorption(EA)performance through reducing the initial peak force(IPF)while increasing the EA,specific energy absorption(SEA)and crushing force efficiency(CFE).Ductile crushing endows BILM excellent EA.