| contributor author | George Z. Voyiadjis | |
| contributor author | Mohammed H. Baluch | |
| date accessioned | 2017-05-08T22:20:26Z | |
| date available | 2017-05-08T22:20:26Z | |
| date copyright | November 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9399%281988%29114%3A4%28671%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/78142 | |
| description abstract | A refined theory for the bending of composite plates is developed, based on an assumed variation of the shear stresses through the thickness. The influence of transverse normal strain, transverse normal stress, and shear deformation is accounted for in the formulation. The development yields a bending‐extension coupling, yielding a tenth‐order boundary value problem. Simply supported rectangular plates may be analyzed by a modified Navier‐type solution. | |
| publisher | American Society of Civil Engineers | |
| title | Refined Theory for Thick Composite Plates | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 4 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1988)114:4(671) | |
| tree | Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 004 | |
| contenttype | Fulltext | |
