| contributor author | A. C. Pipkin | |
| contributor author | T. G. Rogers | |
| date accessioned | 2017-05-09T00:49:12Z | |
| date available | 2017-05-09T00:49:12Z | |
| date copyright | September, 1971 | |
| date issued | 1971 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-25946#634_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/148501 | |
| description abstract | A continuum theory of finite, plane deformations of composites consisting of materials reinforced by strong fibers is discussed. The composite is assumed to be incompressible, and the fibers are treated as inextensible and continuously distributed. The analysis is not restricted to any particular material behavior such as elasticity, plasticity, or visco-elasticity. Plane deformations are kinematically determinate, in that the deformation can be found by using the constraint conditions and suitable displacement boundary conditions. The reactions to the constraints produce stress equilibrium in any kinematically admissible deformation. The theory admits stress singularities of an unusual kind: a single fiber or normal line can carry a finite load. Simple examples illustrating this and other points of the theory are given. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Plane Deformations of Incompressible Fiber-Reinforced Materials | |
| type | Journal Paper | |
| journal volume | 38 | |
| journal issue | 3 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3408866 | |
| journal fristpage | 634 | |
| journal lastpage | 640 | |
| identifier eissn | 1528-9036 | |
| keywords | Deformation | |
| keywords | Fibers | |
| keywords | Stress | |
| keywords | Composite materials | |
| keywords | Elasticity | |
| keywords | Plasticity | |
| keywords | Equilibrium (Physics) | |
| keywords | Boundary-value problems | |
| keywords | Displacement AND Stress singularity | |
| tree | Journal of Applied Mechanics:;1971:;volume( 038 ):;issue: 003 | |
| contenttype | Fulltext | |