Matches in SemOpenAlex for { <https://semopenalex.org/work/W787971807> ?p ?o ?g. }
Showing items 1 to 61 of
61
with 100 items per page.
- W787971807 abstract "Models of the nonlinear creep behavior of paper, and of the global buckling , local buckling and creep buckling of corrugated board have been developed. The studies of creep and buckling were limited to climate conditions with constant relative humidity. First the short-term elastic buckling of corrugated board panels was studied. Then an appropriate creep equation, based on the Schapery representation, for liner and fluting materials was developed and implemented in a finite element code to study creep buckling and time to failure of a corrugated board panel axially loaded in compression. Experimental tensile creep-recovery tests of 300 g/m2 kraftliner (used for the facing of corrugated boards) and 150 g/m2 semi-chemical testliner (used for the fluting) at 50, 70 and 90%RH were made by a special designed tensile creep tester. Compression creep-recovery tests at 50%RH was made using a compression creep tester developed at STFI. For the short-term loading case, the experimental global buckling and postbuckling deformation performance of a corrugated board panel was found to be in good agreement with the performance predicted by FE-calculation. The calculated local buckling load was however almost 2.5 times higher than the experimentally observed local buckling load in the panel. This discrepancy between the experimental and calculated local buckling load was most probably due to development of global buckling before local buckling of the panel. For the long-term loading case, the Schapery equation was found to give a good representation of the creep behavior of the facing and fluting material and enabled reasonably accurate predictions of the creep behavior of corrugated board. The Schapery representation for paper was implemented in the finite element codes Ansys and Abaqus. In Ansys, the Schapery representation was described by using stress-strain isochrounes and failure of the material was considered by using a Tsai-Wu failure criterion based on a time independent failure strain in the CD and MD at each layer. This model with isochrounes and a material failure criterion was found to be suitable for calculating failure load for a given time to failure. In the calculations made by the finite element code Abaqus no simplification was made of the Schapery representation and no material failure criterion was used. This model is more accurate than the model with isochrounes stress-strain curves in the sense that the influence of stress redistribution on the creep is considered. The model is therefore suitable to study the creep strains of a corrugated board structure as function of time, both the in-plane strains and pre-failure out-of-plane displacements. The creep buckling analysis was verified by tests. It was found that the experimental out-of-plane displacement of the mid-node of a panel under compression load was in good agreement with the calculated out-of-plane displacement. (Less)" @default.
- W787971807 created "2016-06-24" @default.
- W787971807 creator A5033519288 @default.
- W787971807 date "1999-01-01" @default.
- W787971807 modified "2023-09-23" @default.
- W787971807 title "Nonlinear Creep Model of Paper and Corrugated Board Materials" @default.
- W787971807 hasPublicationYear "1999" @default.
- W787971807 type Work @default.
- W787971807 sameAs 787971807 @default.
- W787971807 citedByCount "2" @default.
- W787971807 crossrefType "dissertation" @default.
- W787971807 hasAuthorship W787971807A5033519288 @default.
- W787971807 hasConcept C112950240 @default.
- W787971807 hasConcept C121332964 @default.
- W787971807 hasConcept C127413603 @default.
- W787971807 hasConcept C149912024 @default.
- W787971807 hasConcept C158622935 @default.
- W787971807 hasConcept C159985019 @default.
- W787971807 hasConcept C180016635 @default.
- W787971807 hasConcept C192562407 @default.
- W787971807 hasConcept C204366326 @default.
- W787971807 hasConcept C62520636 @default.
- W787971807 hasConcept C66938386 @default.
- W787971807 hasConcept C85476182 @default.
- W787971807 hasConceptScore W787971807C112950240 @default.
- W787971807 hasConceptScore W787971807C121332964 @default.
- W787971807 hasConceptScore W787971807C127413603 @default.
- W787971807 hasConceptScore W787971807C149912024 @default.
- W787971807 hasConceptScore W787971807C158622935 @default.
- W787971807 hasConceptScore W787971807C159985019 @default.
- W787971807 hasConceptScore W787971807C180016635 @default.
- W787971807 hasConceptScore W787971807C192562407 @default.
- W787971807 hasConceptScore W787971807C204366326 @default.
- W787971807 hasConceptScore W787971807C62520636 @default.
- W787971807 hasConceptScore W787971807C66938386 @default.
- W787971807 hasConceptScore W787971807C85476182 @default.
- W787971807 hasOpenAccess W787971807 @default.
- W787971807 hasRelatedWork W1552473389 @default.
- W787971807 hasRelatedWork W1607827929 @default.
- W787971807 hasRelatedWork W162553225 @default.
- W787971807 hasRelatedWork W2011326159 @default.
- W787971807 hasRelatedWork W2026060875 @default.
- W787971807 hasRelatedWork W2040798918 @default.
- W787971807 hasRelatedWork W2044235345 @default.
- W787971807 hasRelatedWork W2081214477 @default.
- W787971807 hasRelatedWork W2095025996 @default.
- W787971807 hasRelatedWork W2131389777 @default.
- W787971807 hasRelatedWork W2240420307 @default.
- W787971807 hasRelatedWork W2316199066 @default.
- W787971807 hasRelatedWork W2346253507 @default.
- W787971807 hasRelatedWork W2604314439 @default.
- W787971807 hasRelatedWork W2730542335 @default.
- W787971807 hasRelatedWork W2980617689 @default.
- W787971807 hasRelatedWork W3142715035 @default.
- W787971807 hasRelatedWork W3163235795 @default.
- W787971807 hasRelatedWork W3200495161 @default.
- W787971807 hasRelatedWork W654393069 @default.
- W787971807 isParatext "false" @default.
- W787971807 isRetracted "false" @default.
- W787971807 magId "787971807" @default.
- W787971807 workType "dissertation" @default.