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Stiffness and deformation

The stiffness of subsoil and fill material will define the deformation (or strain) to occur during and after construction of the reclamation. The deformation and consolidation behaviour of a reclamation must be estimated correctly for several reasons  [Pg.254]

The stress-strain behaviour of a soil is an important issue in soil mechanics. The strength of a soil is linked to its deformation (e.g. peak and residual shear strength). The definition of failure is the occurrence of large and uncontrolled deformations (also called Ultimate Limit State, ULS). [Pg.254]

When designing a fill, the stiffness of a soil is a means to calculate the deformation (Serviceability Limit State, SLS). The stress-strain relation is important to select the correct stiffness at a certain mobilised stress level. [Pg.254]


Fig. 27. Relationship between 10 sec flexural stiffness and deformation ratio (R, for different polymer grades. O 006, H120, A H020, 002 co-polymer... Fig. 27. Relationship between 10 sec flexural stiffness and deformation ratio (R, for different polymer grades. O 006, H120, A H020, 002 co-polymer...
Another idea for an active crash system is an adaptive side intrusion beam that can locally change its stiffness and deformation shape. It is designed with several hinges which can vary their stiffness and friction by integrated linear actuators. Many other ideas are currently evolving which are concerned... [Pg.410]

Chapter 8 Design, discusses the geotechnical design of a land reclamation. The main sections deal with density, (shear) strength, stiffness and deformations of the fill mass. A special section of this chapter is dedicated to the phenomena liquefaction and breaching. [Pg.8]

Tensile modulus is also called Young s modulus or elastic modulus. The unit of tensile modulus also is pascal, or more often gigapascal (GPa) for the purpose of convenience. Fibers with high tensile modulus are stiff and deform veiy little under stress, whereas fibers with low tensile modulus are soft and deform significantly. [Pg.268]

Cord materials such as nylon, polyester, and steel wire conventionally used in tires are twisted and therefore exhibit a nonlinear stress—strain relationship. The cord is twisted to provide reduced bending stiffness and achieve high fatigue performance for cord—mbber composite stmcture. The detrimental effect of cord twist is reduced tensile strength. Analytical studies on the deformation of twisted cords and steel wire cables are available (22,56—59). The tensile modulus E of the twisted cord having diameter D and pitchp is expressed as follows (60) ... [Pg.86]

An example of interaction stiffness and force curves for a Si surface with a native oxide at 60% relative humidity (RH) is shown in Fig. 12 [104]. The stiffness and force data show an adhesive interaction between the tip and substrate. The hysteresis on retraction is due to a real change in contact area from surface oxide deformation and is not an experimental artifact. The adhesive force observed during retraction was consistent with capillary condensation and the surface energy measured from the adhesive force was close to that of water. [Pg.210]

The second major assumption is that the material is elastic, meaning that the strains are directly proportional to the stresses applied and when the load is removed the deformation will disappear. In engineering terms the material is assumed to obey Hooke s Law. This assumption is probably a close approximation of the material s actual behavior in direct stress below its proportional limit, particularly in tension, if the fibers are stiff and elastic in the Hookean sense and carry essentially all the stress. This assumption is probably less valid in shear, where the plastic carries a substantial portion of the stress. The plastic may then undergo plastic flow, leading to creep or relaxation of the stresses, especially when the stresses are high. [Pg.358]

FIGURE 21.10 (a) The schematic drawing of the sample deformation for an elastic sample, (b) The comparison between force-distance curves for stiff and elastic samples. [Pg.593]

In addition to pain, limitation of motion, stiffness, crepitus, and deformities may occur. Patients with lower extremity involvement may report a sense of weakness or instability. [Pg.23]

CNTs are among the world s strongest materials. The mechanical characteristics of CNTs stand out due to their very high stiffness and tensile strength. The Young s modulus, i.e. a measure of stiffness and thus of how much a given material deforms upon application of mechanical stress, is about 1 TPa, which is comparable to in-plane graphite [40]. [Pg.9]

The addition of 20% Ecoflex in PLA reduces the stiffness of PLA by 25% (Fig. 6), keeping the impact strength (e.g., Charpy unnotched impact strength at —20°C, according to ISO 179/leU) at 22 kJ/m, which is above the level of high impact polystyrene. Containers produced from this compound are resistant even to sudden strokes and deform without brittle failure at room temperature (23°C). [Pg.111]

DMA can be applied to a wide range of materials using the different sample fixture configurations and deformation modes (Table 23.1) [10,11]. This procedure can be used to evaluate by comparison to known materials (a) degree of phase separation in multicomponent systems (b) amount type, and dispersion of filler (c) degree of polymer crystallinity, (d) effects of certain pretreatment and (e) stiffness of polymer composites [8,11]. [Pg.198]

Jiang Huang is pungent and warm, and enters the Spleen and Liver meridians. It can strongly promote the Qi movement and blood circulation, and open up the meridians so that it can relieve pain. This herb can be used in conditions where there is deformation of joints with pain, stiffness and muscular atrophy of the limbs. [Pg.393]


See other pages where Stiffness and deformation is mentioned: [Pg.32]    [Pg.32]    [Pg.125]    [Pg.153]    [Pg.19]    [Pg.184]    [Pg.593]    [Pg.601]    [Pg.609]    [Pg.616]    [Pg.3536]    [Pg.193]    [Pg.32]    [Pg.32]    [Pg.125]    [Pg.153]    [Pg.19]    [Pg.184]    [Pg.593]    [Pg.601]    [Pg.609]    [Pg.616]    [Pg.3536]    [Pg.193]    [Pg.334]    [Pg.269]    [Pg.327]    [Pg.465]    [Pg.10]    [Pg.239]    [Pg.260]    [Pg.479]    [Pg.1151]    [Pg.198]    [Pg.139]    [Pg.228]    [Pg.266]    [Pg.593]    [Pg.616]    [Pg.115]    [Pg.166]    [Pg.4]    [Pg.464]    [Pg.27]    [Pg.113]    [Pg.83]    [Pg.68]    [Pg.465]   


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