Design with Nonhomogeneous Materials—Part I: Pure Bending of Prismatic BarsSource: Journal of Vibration and Acoustics:;1987:;volume( 109 ):;issue: 001::page 82Author:V. K. Stokes
DOI: 10.1115/1.3269399Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Because material properties vary from point to point in nonhomogeneous materials, there is some question as to what “properties” are measured in tests such as the tensile test, and how such “properties” can be used in the mechanical design process. In this paper, the mechanical response of nonhomogeneous prismatic bars in pure bending has been shown to depend on parameters that are strongly coupled combinations of geometry and material properties. The purely geometry based inertia tensor in homogeneous beam theory is replaced in the nonhomogeneous case by the rigidity tensor, which combines geometry and material properties. Interpretations for the average elastic moduli, which would be determined by tests on nonhomogeneous materials, have been explored. Also discussed is the usefulness of such average moduli for predicting the mechanical response of nonhomogeneous bars.
keyword(s): Inertia (Mechanics) , Materials properties , Tensors , Design , Design engineering , Elastic moduli , Geometry AND Stiffness ,
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| contributor author | V. K. Stokes | |
| date accessioned | 2017-05-08T23:26:16Z | |
| date available | 2017-05-08T23:26:16Z | |
| date copyright | January, 1987 | |
| date issued | 1987 | |
| identifier issn | 1048-9002 | |
| identifier other | JVACEK-28972#82_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/103363 | |
| description abstract | Because material properties vary from point to point in nonhomogeneous materials, there is some question as to what “properties” are measured in tests such as the tensile test, and how such “properties” can be used in the mechanical design process. In this paper, the mechanical response of nonhomogeneous prismatic bars in pure bending has been shown to depend on parameters that are strongly coupled combinations of geometry and material properties. The purely geometry based inertia tensor in homogeneous beam theory is replaced in the nonhomogeneous case by the rigidity tensor, which combines geometry and material properties. Interpretations for the average elastic moduli, which would be determined by tests on nonhomogeneous materials, have been explored. Also discussed is the usefulness of such average moduli for predicting the mechanical response of nonhomogeneous bars. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Design with Nonhomogeneous Materials—Part I: Pure Bending of Prismatic Bars | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 1 | |
| journal title | Journal of Vibration and Acoustics | |
| identifier doi | 10.1115/1.3269399 | |
| journal fristpage | 82 | |
| journal lastpage | 86 | |
| identifier eissn | 1528-8927 | |
| keywords | Inertia (Mechanics) | |
| keywords | Materials properties | |
| keywords | Tensors | |
| keywords | Design | |
| keywords | Design engineering | |
| keywords | Elastic moduli | |
| keywords | Geometry AND Stiffness | |
| tree | Journal of Vibration and Acoustics:;1987:;volume( 109 ):;issue: 001 | |
| contenttype | Fulltext |