Results 221 to 230 of about 289,087 (265)
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Stress-Strain Behavior of Plastics Materials
1984In order to design a product from any material, it is necessary to have certain basic information both as to the requirement of the part and the response of the material to the conditions of use. The design action required is to select a material and determine the geometry needed to function.
Sidney Levy, J. Harry DuBois
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The stress–strain behavior of WC-Co hardmetals
Computational Materials Science, 2010Abstract The calculating algorithm for construction of the stress–strain curves of WC-Co hardmetals in simple tension and compression has been described. The algorithm is based on the mathematical means of mechanics of composite materials and in situ deformation properties of constituents. The mean field approach has been applied.
V.T. Golovchan, N.V. Litoshenko
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The Stress-Strain Behavior of Natural Rubber
Rubber Chemistry and Technology, 1957Abstract This treatment of the stress-strain behavior of natural rubber is based upon experimental and theoretical data on the cold stretching of high polymers gathered from work being in progress for some time at Marburg. These investigations indicate that deformation processes of matter should not be treated exclusively as purely mechanical ...
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Tensile Stress-Strain Behavior of Piezoelectric Ceramics
Japanese Journal of Applied Physics, 1993Fracture strength and stress-strain behavior under tensile stress in piezoelectric ceramics have been investigated with special emphasis on the effects of poling conditions. The materials used in this work are the commercial piezoelectric ceramics, PbZrO3-PbTiO3 (PZT) and BaTiO3.
Toshio Tanimoto +2 more
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Model of the Tensile Stress-Strain Behavior of Fabrics
Textile Research Journal, 2001Currently, objective measurements of textile fabrics refer to mechanical and physical properties measured by testing devices such as KES (Kawabata's evaluation system) and FAST (fabric assurance by simple testing). Textile scientists and engineers can easily obtain the values of these properties, but their use for developing models of fabric behavior ...
E. H. Taibi, A. Hammouche, A. Kifani
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Global Stress-Strain Behavior of Perforated Plate
Journal of Mechanical Design, 1980The present paper establishes and interprets the global uniaxial stress-strain behavior of regularly perforated plate, throughout the elastic, partly plastic, and fully plastic regimes up to fracture, as function of hole size and number. The elastic part of the stress-strain curve is described by means of an effective modulus of elasticity which is ...
F. P. J. Rimrott, A. Singh
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Stress-Strain Behavior of Cement-Improved Clays
IFCEE 2015, 2015Chemical improvement techniques are used to increase strength and decrease deformability of soils. Addition of cement slurry changes the engineering properties of soft clays. In this paper, laboratory test results of an unimproved soft clay are compared with those of cement-improved samples.
Allison J. Quiroga +3 more
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Dynamics stress–strain behavior of Tianshui soils
Landslides, 2016Tianshui City is located in a seismically active region of China. Historically, many earthquakes with magnitudes of 6.0–8.0 have been reported in this area, and most of loess–red mudstone landslides in this area are known to have been triggered by earthquakes.
Zelin Zhang +5 more
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A Stress-Strain Perspective on Managerial Behavior
1990For over two decades, I have built upon a series of concepts and assumptions about organizational behavior that I encountered during my graduate studies at The Ohio State University (Drabek, 1969; Drabek and Haas, 1969, 1974; Haas and Drabek, 1973). This cluster of ideas--referred to as a stress-strain perspective--has proved useful in organizing and ...
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Stress-Strain Behavior of Clays in Dynamic Compression
1969Instability of earth structures and yielding and flow in soils due to earthquake loadings may be traced quite often to the problem of large displacements directly relatable to the resultant dynamic load condition occurring in the soil. This study examines the problem of large strain performance of clays under impulsive-type loadings, where the ultimate
RN Yong, RD Japp
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