Sentence examples for behavior of composite truss from inspiring English sources

This paper presents the analytical and experimental findings pertaining to the design and behavior of composite truss members with standoff screws as shear connectors.

On the basis of the experimental results of composite truss joints, three-dimensional finite element models are established.

The distribution of longitudinal shear along an interface between steel and concrete of composite trusses is generally highly non-uniform, exhibiting peaks above truss nodes (unless after plastic redistribution).

Besides previous research work on the experimental performance of CFST and hybrid CFST trusses reported in the companion paper (Han et al., 2015), detailed analytical behaviour of such composite truss systems is needed.

A numerical investigation of the structural behaviour of long-span composite truss systems, typically used in multi-storey floor construction, under fire conditions is presented.

The effects of temperature on the mechanical behaviors of composite rods and carbon fiber composite truss sandwich cores were investigated in this paper.

The manufacturing of complex composite truss structures has been a subject of interest in recent years, due to the advancements made in manufacturing processes.

Sensitivity analysis was conducted to evaluate the effects of geometric parameters on the flexural performance of the composite truss.

Although much effort has been devoted to explore the behavior of the composite lattice truss core sandwich structures, little research has been undertaken into non-destructive evaluation (NDE) and health control of this new structure.

This paper presents the design, analysis, manufacturing, experimental testing, and multiobjective optimization of a new family of ultra-efficient composite truss structures.

This paper presents a model test and numerical finite element analysis (FEA) on the mechanical behavior of a composite joint in a truss cable-stayed bridge.