Sentence examples for a reinforcing structure from inspiring English sources

Alternatively, EPS can be placed in a container with a high tensile strength or molded around a reinforcing structure with a high tensile strength.

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.

The changes included a reinforced structure and modifications to the trailing edge of the wing as well as the air conditioning system and landing gear.

Nevertheless, the mechanisms of soil-geosynthetic interaction are not fully understood for pullout of a geogrid material in the anchorage zone of a reinforced structure.

It is shown that a reinforced structure with the optimal solution shows improved results in terms of both strength and deformation capacity.

This modified framework, implemented through an iterative, top-down procedure of LE slope stability analyses originating from the crest of a reinforced structure and exiting at progressively lower elevations on the facing, enables the determination of a Tension Map that illustrates the required distribution of reinforcement tension to attain a prescribed limit state of equilibrium.

To adapt the original Su-27 for naval operations, Sukhoi first incorporated a reinforced structure and undercarriage withstand the great stress experienced upon landing, particularly quick descents and non-flare landings (landings where the aircraft does not assume a nose-up attitude prior to touchdown).

A novel chemical method was developed to graft carbon nanotubes (CNTs) onto carbon fiber (CF) by direct covalent bonding to form a CNT CF hierarchical reinforcing structure.

In summer 2003 both tracks of the 150-year-old railway between Berlin and Hamburg were improved simultaneously over a length of 10 km, whereby a geogrid reinforced structure was reconstructed in 6 weeks over grouted stone columns.

A topology optimization of such a reinforcement technique is formulated, on accounting for a tensegrity model of the reinforced structure; a minimal mass design strategy; different yield strengths of the masonry struts and tensile composite reinforcements; and multiple loading conditions.

Different from the traditional mesh-based modeling scheme, more complicated and more realistic profiles for the yarns can be easily built, and the material points of the matrix can be easily inserted to the reinforced structure in a uniform way.