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Journal of the Aeronautical Sciences, 1946
Most of the analytical expressions for stress-strain curves that have appeared in the literature and a few others are considered critically. I t is concluded that six have general value, and, of these, two are to be preferred in seeking a fit to stressstrain data.
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Most of the analytical expressions for stress-strain curves that have appeared in the literature and a few others are considered critically. I t is concluded that six have general value, and, of these, two are to be preferred in seeking a fit to stressstrain data.
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1992
The uniaxial tension test is a convenient method for the determination of mechanical properties of a material. A typical curve in the system nominal stress-Cauchy strain is presented in Fig. 5.1, in which the following characteristic points are indicated: 1: proportional limit σ p ; 2: elastic limit σ H ; 3: yield point σ o ; 3–4: platform of ideal ...
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The uniaxial tension test is a convenient method for the determination of mechanical properties of a material. A typical curve in the system nominal stress-Cauchy strain is presented in Fig. 5.1, in which the following characteristic points are indicated: 1: proportional limit σ p ; 2: elastic limit σ H ; 3: yield point σ o ; 3–4: platform of ideal ...
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A stress-path dependent stress-strain model for FRP-confined concrete
, 2020M. Lai +5 more
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Mimicking biological stress–strain behaviour with synthetic elastomers
Nature, 2017Mohammad Vatankhah-Varnosfaderani +7 more
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2008
Stress-strain relationship of soil is characterized by the rigidity when strain is small as well as the shear strength at large strains, which is the upper bound of the stress level. This fundamental nature of soil behavior has often been modeled by a hyperbolic curve (Fig. 11.1); refer to Kondner (1963) together with Kondner and Zelasko (1963).
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Stress-strain relationship of soil is characterized by the rigidity when strain is small as well as the shear strength at large strains, which is the upper bound of the stress level. This fundamental nature of soil behavior has often been modeled by a hyperbolic curve (Fig. 11.1); refer to Kondner (1963) together with Kondner and Zelasko (1963).
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A numerical approach to the complete stress-strain curve of concrete
, 1973S. Popovics
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2001
This section describes several methods that can be used to model the stress-strain curve of Glare.
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This section describes several methods that can be used to model the stress-strain curve of Glare.
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ON THE GENERALIZED STRESS-STRAIN BEHAVIOUR OF WET CLAY
, 1968K. Roscoe, J. Burland
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