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Research based on elastic bridge structures may overestimate the bridge damage potential due to pounding and unseating.
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The initial steep rise in toughness is attributed to the formation of elastic bridges that experience no debonding.
It is assumed that the crack closure stress arises predominantly due to the frictional pullout of grains, i.e. the contribution from elastic bridges is neglected.
According to the assumption of a strong bonding at the phase-boundaries, which, in ceramics, is often related to the characteristic of high refractoriness, a Barenblatt-like mechanism of elastic bridging was considered.
When bound to a pair of microtubules, cross-linkers behave as elastic bridging elements that set the centre-to-centre between pairs of microtubules at 50 nm.
Substructure deformation response was predominantly elastic under bridge contraction, but highly non-linear under bridge expansion and varied from year to year.
Decoron, the core protein of the decorin molecule, functions as a strong anchor for the elastic glycan bridge between each decorin molecule and collagen fibril, conveying elasticity and allowing for reversible deformation during movement of the vessel wall.
In this paper, we investigate the solutions of a system of one-dimensional nonlinear problems describing the steady-states of an extensible elastic suspension bridge with M intermediate supports (piers).
Decoron's role is to supply a strong anchor for its elastic glycan bridge.
Although a large number of research have been conducted on the effect of spatially varying ground motions, they are mainly numerical and focusing on bridge elastic response.
The problem of excessive roadway approach settlement was addressed with the use of elastic inclusion on bridge backwall, select crushed stone backfill, and buried approach slabs.
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