Interaction effects of multiple damage mechanisms in composite sandwich beams subject to time dependent loading
Theoretical models are formulated to explain evolution and interaction of the damage mechanisms for multiple delamination of the face-sheet and core crushing in composite sandwich beams subjected to dynamically applied out-of-plane loading and continuously supported by rigid planes. The models are b...
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| Published in | International journal of solids and structures Vol. 49; no. 5; pp. 720 - 738 |
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| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.03.2012
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0020-7683 1879-2146 |
| DOI | 10.1016/j.ijsolstr.2011.11.012 |
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| Abstract | Theoretical models are formulated to explain evolution and interaction of the damage mechanisms for multiple delamination of the face-sheet and core crushing in composite sandwich beams subjected to dynamically applied out-of-plane loading and continuously supported by rigid planes. The models are based on simplified one-dimensional formulations and describe the impacted face of the sandwich as a set of Timoshenko beams joined by cohesive interfaces and resting on a nonlinear Winkler foundation, which approximates the response of the core; the dimensionless formulation highlights the material/structure groups that control the mechanical response. The characteristic features of the problem and transitions in damage progression are explored on varying geometrical parameters and material properties and magnitude and duration of the applied load. For quasi-static loading and low velocity impact, core/face-sheet interactions generate energy barriers to the propagation of delaminations; the efficacy of the barriers in controlling damage in the face-sheets depends on the relative stiffnesses of face-sheet and core and on the foundation yielding strength. For dynamic loading conditions, significant dynamic effects arise in certain regimes and cause substantial changes in behavior: shielding of the crack tip stress fields provided by the foundation is reduced, especially after the load is removed when important delamination openings occur; core plasticity generally opposes this behavior and limits damage in the face-sheet. |
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| AbstractList | Theoretical models are formulated to explain evolution and interaction of the damage mechanisms for multiple delamination of the face-sheet and core crushing in composite sandwich beams subjected to dynamically applied out-of-plane loading and continuously supported by rigid planes. The models are based on simplified one-dimensional formulations and describe the impacted face of the sandwich as a set of Timoshenko beams joined by cohesive interfaces and resting on a nonlinear Winkler foundation, which approximates the response of the core; the dimensionless formulation highlights the material/structure groups that control the mechanical response. The characteristic features of the problem and transitions in damage progression are explored on varying geometrical parameters and material properties and magnitude and duration of the applied load. For quasi-static loading and low velocity impact, core/face-sheet interactions generate energy barriers to the propagation of delaminations; the efficacy of the barriers in controlling damage in the face-sheets depends on the relative stiffnesses of face-sheet and core and on the foundation yielding strength. For dynamic loading conditions, significant dynamic effects arise in certain regimes and cause substantial changes in behavior: shielding of the crack tip stress fields provided by the foundation is reduced, especially after the load is removed when important delamination openings occur; core plasticity generally opposes this behavior and limits damage in the face-sheet. |
| Author | Cavicchi, A. Massabò, R. |
| Author_xml | – sequence: 1 givenname: R. surname: Massabò fullname: Massabò, R. email: roberta.massabo@unige.it organization: Department of Civil, Environmental and Architectural Engineering, DICAT, University of Genova, Genova, Italy – sequence: 2 givenname: A. surname: Cavicchi fullname: Cavicchi, A. organization: Department of Civil, Environmental and Architectural Engineering, DICAT, University of Genova, Genova, Italy |
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| CitedBy_id | crossref_primary_10_1016_j_compstruct_2013_04_020 crossref_primary_10_1007_s00707_013_0958_3 crossref_primary_10_1007_s11012_015_0147_7 crossref_primary_10_1007_s41939_018_0032_x crossref_primary_10_1080_15502287_2012_756562 crossref_primary_10_2208_journalofjsce_9_1_51 crossref_primary_10_1115_1_4049141 crossref_primary_10_1016_j_engfracmech_2019_03_002 crossref_primary_10_1177_1099636221993848 crossref_primary_10_1016_j_compstruct_2014_04_009 crossref_primary_10_1007_s11012_014_9994_x crossref_primary_10_1177_0021998317749714 |
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| Keywords | Composite sandwich beam Dynamic fracture Multiple delamination Cohesive interfaces Winkler foundation Core crushing |
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| SubjectTerms | Barriers Cohesive interfaces Composite sandwich beam Core crushing Damage Delaminating Delamination Dynamic fracture Dynamics Foundations Loads (forces) Mathematical models Multiple delamination Winkler foundation |
| Title | Interaction effects of multiple damage mechanisms in composite sandwich beams subject to time dependent loading |
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