Sentence examples for truss configuration from inspiring English sources

A prototype truss configuration is shown and experimentally characterized under torsion and three point bending loads.

The N3DWS's truss configuration and transformation from 2D woven to 3D form (2D-to-3D) is limited only by the weaving technology employed.

The nodal truss configuration is produced on a loom within the 2D fabric plane as a hollow woven preform within a surrounding solid woven panel.

In addition, in an asymmetrical truss configuration, coupling between the extensional and shear modes raises the maximum peak displacement compared to that obtained for a symmetric truss.

Strengthening both the top chord adjacent to the heel plate and the heel connection with both a shallow member and a heel plate stiffener resulted in the most significant increase in the capacity compared with the original truss configuration.

Since various truss design parameters such as type of truss configuration, span/depth ratio, number and type of diagonal and vertical members and type of joint connections simultaneously affect each other, it is proposed that all of these parameters should be considered simultaneously in a single mathematical model.

Truss configurations provide a reinforcing structure from the inherent geometrical assembly of its strut members, either in a two-dimensional (2D) plane, known as a planar truss structure, or a three-dimensional (3D) form when combining numerous 2D truss configurations within one complete structure.

Due to the tailoring of weave architectures, inherent fibre/yarn properties and integral strut-to-node, the N3DWS is an important type of 3D textile for various end-market applications requiring planar truss configurations.

We undertake both compression and shear tests to determine and successfully predict the energy absorption capacity of Ti-based Kagome and atomic lattice truss configurations (bcc, f2cc and f2bcc) built by selective laser melting.

For this reason, the potential energy of the structure is regarded as an explicit function of the joint displacements of the truss in current configuration (physical space) as well as the joint positions in reference configuration (design space).

By applying various imperfections, buckling of single truss members, unstable configurations and global buckling can be taken into account implicitly.