On the Use of Zigzag Functions in Equivalent Single Layer Theories for Laminated Composite and Sandwich Beams: A Comparative Study and Some Observations on External Weak LayersSource: Journal of Applied Mechanics:;2013:;volume( 080 ):;issue: 006::page 61004Author:Gherlone, Marco
DOI: 10.1115/1.4023690Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The paper presents a comparison between two existing zigzag functions that are used to improve equivalent single layer (ESL) theories for the analysis of multilayered composite and sandwich beams. ESL theories are easy to implement and computationally affordable but, in order to correctly describe the mechanical behavior of laminated structures (especially those exhibiting high transverse anisotropy or high thicknesstoside length ratios), the displacement field needs to be enriched by a throughthethickness piecewise linear contribution denoted as “zigzag.†The zigzag term of the displacement field is used to model the local distortion of the cross section in each lamina of multilayered structures and is related to the continuity of transverse stresses. The paper considers two zigzag functions that have been proposed in the open literature (namely Murakami's zigzag function and the refined zigzag function) and compares their performances when they are used to improve the classical Timoshenko beam theory; both displacementbased and mixed formulations are considered. To the best of the author's knowledge, such a comparative study has never been published. The problem of a simply supported beam subjected to a transverse distributed load is considered as a test case. Several stacking sequences, ranging from monolithic to sandwichlike and from symmetric to arbitrary, are considered. The special case of laminates with external weak layers is also investigated and the effects of these layups on the derivation of the refined zigzag function are analyzed for the first time. The capability of the tested zigzag functions to help evaluate the overall deflection and model the throughthethickness distribution of the axial displacement and stress is investigated. It has been recognized that the refined zigzag function is more accurate, especially for unsymmetric and arbitrary layups and can be adopted to efficiently introduce zigzag kinematics into any ESL theory.
|
Collections
Show full item record
| contributor author | Gherlone, Marco | |
| date accessioned | 2017-05-09T00:56:24Z | |
| date available | 2017-05-09T00:56:24Z | |
| date issued | 2013 | |
| identifier issn | 0021-8936 | |
| identifier other | jam_80_06_061004.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/150937 | |
| description abstract | The paper presents a comparison between two existing zigzag functions that are used to improve equivalent single layer (ESL) theories for the analysis of multilayered composite and sandwich beams. ESL theories are easy to implement and computationally affordable but, in order to correctly describe the mechanical behavior of laminated structures (especially those exhibiting high transverse anisotropy or high thicknesstoside length ratios), the displacement field needs to be enriched by a throughthethickness piecewise linear contribution denoted as “zigzag.†The zigzag term of the displacement field is used to model the local distortion of the cross section in each lamina of multilayered structures and is related to the continuity of transverse stresses. The paper considers two zigzag functions that have been proposed in the open literature (namely Murakami's zigzag function and the refined zigzag function) and compares their performances when they are used to improve the classical Timoshenko beam theory; both displacementbased and mixed formulations are considered. To the best of the author's knowledge, such a comparative study has never been published. The problem of a simply supported beam subjected to a transverse distributed load is considered as a test case. Several stacking sequences, ranging from monolithic to sandwichlike and from symmetric to arbitrary, are considered. The special case of laminates with external weak layers is also investigated and the effects of these layups on the derivation of the refined zigzag function are analyzed for the first time. The capability of the tested zigzag functions to help evaluate the overall deflection and model the throughthethickness distribution of the axial displacement and stress is investigated. It has been recognized that the refined zigzag function is more accurate, especially for unsymmetric and arbitrary layups and can be adopted to efficiently introduce zigzag kinematics into any ESL theory. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | On the Use of Zigzag Functions in Equivalent Single Layer Theories for Laminated Composite and Sandwich Beams: A Comparative Study and Some Observations on External Weak Layers | |
| type | Journal Paper | |
| journal volume | 80 | |
| journal issue | 6 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.4023690 | |
| journal fristpage | 61004 | |
| journal lastpage | 61004 | |
| identifier eissn | 1528-9036 | |
| tree | Journal of Applied Mechanics:;2013:;volume( 080 ):;issue: 006 | |
| contenttype | Fulltext |