Big Chemical Encyclopedia

Chemical substances, components, reactions, process design ...

Articles Figures Tables About

Work to failure, 2.20

In measurement of tensile stress-strain properties, a test piece is stretched to breaking point and the force and elongation are measured at different stages. Tensile strength, elongation at break or work to failure (the area under the stress-strain curve) provide... [Pg.84]

A combination of an energy criterion and the failure envelope has been proposed by Darwell, Parker, and Leeming (22) for various doublebase propellants. Total work to failure was taken from the area beneath the stress-strain curve, but the biaxial failure envelope deviated from uniaxial behavior depending on the particular propellant formulation. Jones and Knauss (46) have similarly shown the dependence of failure properties on the stress state of composite rubber-based propellants. [Pg.230]

MWCNT weight Stiffness Peak load Work to failure... [Pg.127]

The relevance of bulk fracture properties has therefore been considered essentially within the context of cohesive wear modes such as abrasive and fatigue wear. During abrasive wear, the initial stage is considered to be the process of contact and scratch between the polymer surface and a sharp asperity. The accumulation of the associated microscopic failure events eventually generates wear particles and gives rise to weight loss. Early approaches initiated by Ratner and co-workers [15] and Lancaster [16] attempted to correlate the abrasive wear rate with some estimate of the work to failure of the... [Pg.156]

The stress-strain curves in Figure 6.1 show the stiffness/elasticity of wood (initial slope), its extensibility (strain to the point of failure), work to failure (the area under the curves), and the failure stress or strength (the maximum stress). The crucial feature is the enormous increase in irrecoverable longitudinal extensibility beyond the elastic limit once the MFA exceeds 20°. [Pg.179]

A high work to failure or toughness, so absorbing a large amount of energy. [Pg.179]

Flowever in timber construetion work to failure is of less concern except with pit props, poles and fencing. In construction the metal connectors - bolts, nails and metal plates - are designed to absorb any large deformations that arise in cyclones or earthquakes. The timber members are proteeted by the duetility of the connectors so wood stiffness and strength are more eritieal than work to failure. [Pg.180]

Four basic metrics are obtained from a load-displacement curve of a material subjected to the small punch test. These include e initial stiffness, peak load, ultimate load, and the maximum displacement at failure. A fifth derived metric, integral work to failure (WTF), is found by integrating the area imder the... [Pg.288]

Kevlar 29 falls into the first category and Kevlar 49 into the higher modulus category. The higher modulus material is the more usual for composites. But the lower modulus aramids do have applications in composites when high strain to failure or high work to failure is required. Both types have a tensile stress/strain curve which is essentially linear to failure. In compression the curve is non-linear, with a lower failure stress as a result of a different mode of failure. [Pg.249]

Figure 2.34. The work to failure in tension W in a brittle fracture (top) and in a ductile fracture (bottom). For comparable test specimens the work to failure in a ductile fracture is large compared to the work to failure in a brittle fracture. Figure 2.34. The work to failure in tension W in a brittle fracture (top) and in a ductile fracture (bottom). For comparable test specimens the work to failure in a ductile fracture is large compared to the work to failure in a brittle fracture.
FIGURE 32.2 Representative load displacement curve developed by testing of a small punch specimen in equibiaxial tension the curve here reflects typical behavior of GUR 1020. Primary metrics include initial stiffness, peak load, ultimate load, and ultimate displacement. Work-to-failure is shown in gray. Unirradiated (virgin) UHMWPE exhibits a bend and a stretch region as shown. [Pg.487]

FIGURE 32.7 Work-to-failure versus implantation time for an entire cohort of 16 retrieved acetabular components. Data was obtained from specimens machined from the surface and subsurface of the worn and unworn region of the articulating surface. Adapted from Kurtz et al. [ 14]. [Pg.489]

FIGURE 32.10 Relationship between work-to-failure as calculated from equibiaxial loading to failure for materials with historical clinical application. Data suggest that adhesive-abrasive wear rates are correlated with the innate WTF of the bearing material [11]. [Pg.491]


See other pages where Work to failure, 2.20 is mentioned: [Pg.59]    [Pg.128]    [Pg.157]    [Pg.301]    [Pg.170]    [Pg.179]    [Pg.199]    [Pg.355]    [Pg.471]    [Pg.157]    [Pg.171]    [Pg.120]    [Pg.127]    [Pg.490]    [Pg.229]    [Pg.231]   
See also in sourсe #XX -- [ Pg.72 ]




SEARCH



© 2024 chempedia.info