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Stress evolution

The lone remaining aspect of this topic that requires additional discussion is the fact that the mechanical threshold stress evolution is path-dependent. The fact that (df/dy)o in (7.41) is a function of y means that computations of material behavior must follow the actual high-rate deformational path to obtain the material strength f. This becomes a practical problem only in dealing with shock-wave compression. [Pg.234]

The evolution of T, is just an exercise in mesoscale thermodynamics [13]. These expressions, in combination with (7.54), incorporate concepts of heterogeneous deformation into a eonsistent mierostruetural model. Aspects of local material response under extremely rapid heating and cooling rates are still open to question. An important contribution to the micromechanical basis for heterogeneous deformation would certainly be to establish appropriate laws of flow-stress evolution due to rapid thermal cycling that would provide a physical basis for (7.54). [Pg.243]

Yancey, P.H., Clark, M.E., Hand, S.C., Bowlus, R.D. Somero, G.N. (1982). Living with water stress. Evolution of osmolyte systems. Science, 217,1214-22. [Pg.114]

Stress Evolution in a Post-forming Stage of the Thermoforming Process... [Pg.124]

This work was motivated by cracking of a thermoformed part while cooling on the mold, the complexity of the problem could be immediately appreciated since the effect was sensitive to very delicate changes in material composition. Due to coupling between the heat transfer and stress evolution, both problems were solved simultaneously ... [Pg.124]

The system protecting organisms from free radical excess comprises enzymes with oxide reductive activity, non-enzyme proteins, polypeptides, water and oil-soluble vitamins, SH-containing amino acids, flavonoids, carotinoids, etc. [40], Most of these compounds prevent oxidative stress evolution by interrupting chain oxidative reactions. That is why these substances are called substances with antiradical activity as well as antioxidants (AO). Foodstuff, nutrients and some drugs are sources of most antioxidants. [Pg.656]

R. D. Bowlus, and G. N. Somero, Living with water stress evolution of osmolyte systems, Science 1982, 237, 1214-1222. [Pg.510]

Modeling and measurement of stress evolution in FGM coatings during fabrication by thermal spray... [Pg.59]

Figure 7. Stress evolution during second heating of cured EOCN encapsulant resin. Figure 7. Stress evolution during second heating of cured EOCN encapsulant resin.
Fig. 12. Effective stress evolution in a pseudo-well on the top of the Snorre structure. Notice the rapid drop in effective stress in the reservoir (overpressure build up) during the rapid Pliocene burial. Fig. 12. Effective stress evolution in a pseudo-well on the top of the Snorre structure. Notice the rapid drop in effective stress in the reservoir (overpressure build up) during the rapid Pliocene burial.
Radial stress evolution at some points located at... [Pg.103]

Figure 8. Simulation results by KTH showing the impact of HM, TM and THM couplings on the principal effective stress evolution for point Rl located in the rock just below drift floor as shown in Figure I. Figure 8. Simulation results by KTH showing the impact of HM, TM and THM couplings on the principal effective stress evolution for point Rl located in the rock just below drift floor as shown in Figure I.
Figure 10 presents the evolution of the maximum principal compressive stress in the buffer and back-fill. Figure 10 shows that stress begins to develop near the intersecting fracture and then in the lower parts of the buffer. This result shows that an intersecting fracture impacts the stress evolution and its spatial distribution in the buffer. [Pg.221]

Stress evolution in the bnffer (M process) Strongly affected by H coupling and slightly affected by T coupling. [Pg.222]

The results of thermal stress demonstrate that due to the setup of one temporary transverse joint and three longitudinal joints, the horizontal tensile stresses within the concrete are controlled so that the tensile stresses in the vertical direction are much higher than those in horizontal directions. Figs.5 illusu-ates the thermal creep stress evolutions at the interior centre points of the concrete blocks close to ground surface. [Pg.795]

D.Y. Perera, M. Oosterbroek, Hygrothermal stress evolution during weathering in organic coatings, J. Coating Technol. 66 (1994) 83-88. [Pg.579]

Figure 5.12 Thermomechanical behavior of SMPFs by both cold and hot tension programmings, (a) Stress-strain-time diagram for Sample 2. Steps 1 to 5 complete programming and Step 6 completes stress recovery, where step 1 is to stretch the fiber bundle to 100% strain at a rate of200 ram/min at 100 °C step 2 is to hold the strain constant for 1 hour step 3 is to cool the fiber to room temperature slowly while holding the pre-strain constant step 4 is to release the fiber bundle from tbe fixture (unloading) step 5 is to relax the fiber in the stress-free condition until the shape is fixed and step 6 is to recover the fiber at 150 °C in the fully constrained condition (adapted from Reference [20]) (b) Stress-strain-time diagram for Sample 3. Steps 1-4 complete programming and step 5 completes stress recovery, where step 1 is to stretch the fiber bundle to 100% strain at a rate of 200 mm/min at room temperature step 2 is to hold the strain constant for 1 hour step 3 is to release the fiber bundle from fixtures (unloading) step 4 is to relax the fiber in the stress-free condition until the shape is fixed and step 5 is to recover the fiber at 150 °C in the fully constrained condition (adapted from Reference [20]) (c) Stress evolution with time for Sample 2 (d) Stress evolution with time for Sample 3. Figure 5.12 Thermomechanical behavior of SMPFs by both cold and hot tension programmings, (a) Stress-strain-time diagram for Sample 2. Steps 1 to 5 complete programming and Step 6 completes stress recovery, where step 1 is to stretch the fiber bundle to 100% strain at a rate of200 ram/min at 100 °C step 2 is to hold the strain constant for 1 hour step 3 is to cool the fiber to room temperature slowly while holding the pre-strain constant step 4 is to release the fiber bundle from tbe fixture (unloading) step 5 is to relax the fiber in the stress-free condition until the shape is fixed and step 6 is to recover the fiber at 150 °C in the fully constrained condition (adapted from Reference [20]) (b) Stress-strain-time diagram for Sample 3. Steps 1-4 complete programming and step 5 completes stress recovery, where step 1 is to stretch the fiber bundle to 100% strain at a rate of 200 mm/min at room temperature step 2 is to hold the strain constant for 1 hour step 3 is to release the fiber bundle from fixtures (unloading) step 4 is to relax the fiber in the stress-free condition until the shape is fixed and step 5 is to recover the fiber at 150 °C in the fully constrained condition (adapted from Reference [20]) (c) Stress evolution with time for Sample 2 (d) Stress evolution with time for Sample 3.
FIGURE 4.2 Yield stress evolution through the course of enzymatic hydrolysis of pretreated com stover, starting at 20% insoluble solids content and varying enzyme loading (mass enzyme/mass cellulose), as afunction of biomass conversion. The predictive model is described by Roche et al. (2009a). [Pg.87]

The stress evolution is obtained representing the percentage increase in the flector moment, which supposedly includes the fixed support condition on the rim of the slab, against the flector moment without this condition. Both moments are measured under the first alignment of pillars. Distance between pillars is 5.0 m and load per pillar, 1.000 KN (figure 12). [Pg.15]

While these studies are of importance, there are no studies of stress evolution in a complete functioning cell under electrical load, or indeed in a fuel cell stack, and this is evidently the next development step. The data obtained so far from synchrotron and laboratory x-ray studies highlight the potential of these techniques to advance the current imderstanding of failure mechanisms in operating SOFCs. [Pg.676]

Stress evolution in polymers stems fi om a number of factors in addition to mismatched coefficients of thermal expansion. Curing-induced shrinkage, contraction due to the evaporation of solvents and volatile by-products, and relaxation accompanying physical aging are three examples. Stress concentration near topographically sharp features, viscoelasticity, competition between curing kinetics and thermal processing history, as well as ambient environment further complicate the issue. [Pg.103]

Sheldon W. Brian, Nicholas D. Jason, and Mandowara Sunil. Tensile stress evolution during the early-stage constrained sintering of gadolinium-doped ceria films. J. Am. Ceram. Soc. 94 no. 1 (2011) 110-117. [Pg.348]


See other pages where Stress evolution is mentioned: [Pg.124]    [Pg.126]    [Pg.109]    [Pg.206]    [Pg.264]    [Pg.404]    [Pg.795]    [Pg.265]    [Pg.997]    [Pg.88]    [Pg.170]    [Pg.189]    [Pg.407]    [Pg.57]    [Pg.395]    [Pg.9095]    [Pg.106]    [Pg.672]    [Pg.103]    [Pg.43]   
See also in sourсe #XX -- [ Pg.124 ]

See also in sourсe #XX -- [ Pg.407 ]




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Other mechanisms of stress evolution

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