Sentence examples for cross section failure from inspiring English sources

The results of the numerical study show that the ultimate capacity of steel beams is strongly affected by the yield-zone development and limited by four different failure criteria, namely the cross section failure, the eigenvalue-failure of the partially plastic system, the rotation limit and the eigenvalue-failure of the elastic system.

Extensive experimental research on net cross-section failures of plates with holes (23 tests) and bolted connections (20 tests) made of high strength steel S690 is presented.

The tibial midshaft cross section following failure most closely resembled a triangle.

The structural behaviour in terms of load-deflection curves, plasticisation of the cross section, ultimate capacities and failure modes of these beams is compared to the corresponding behaviour of simple beams, which are often considered as a basis for developing simplified models for design purposes.

Direct measurement of reinforcing steel strains enabled a characterisation of the redistribution of internal forces within the cross-section after failure of individual bars until global failure of the slab.

We also report the cross-section and Failure In Time results from neutron testing experiments performed on a commercial-off-the-shelf GPGPU using the proposed algorithms, with particular emphasis on the shared memory and on the L1 and L2 data caches.

Ultrasonic microscope and cross section observation was conducted to reveal the failure details within the structure.

Following failure, the tibial midshaft cross section most closely resembled a triangle (Fig. 2).

The results presented in Table 7 suppose that there is no cyclic loading, and consequently, the failure mechanism is corrosion-induced cross section reduction.

The dynamic cross section, soft error rate and mean work between failures are calculated based on the experimental results.

Here, the pillar strength was defined as the following equation in order to eliminate the variation of material strength, Open image in new window Fig. 8 Relationship between pillar strength and pillar width {text{Pillar strength index}} = frac{text{Failure load }}{{{text{Cross section of pillar }} times {text{UCS of material}}}} (1).