Microplane model of cylindrical geometry for transversely isotropic polymer composites

In this paper, a microplane model based on cylindrical geometry where the cylinder axis coincides with the longitudinal direction is developed for a general 3D inelastic fracturing analysis by finite element method of transversely isotropic fiber reinforced polymer composites. The model bridges the...

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Bibliographic Details
Authors: Sabounchi, Saeed, Caner, Ferhun Cem|||0000-0002-6448-0942
Format: article
Publication Date:2022
Country:España
Institution:Universitat Politècnica de Catalunya (UPC)
Repository:UPCommons. Portal del coneixement obert de la UPC
Language:English
OAI Identifier:oai:upcommons.upc.edu:2117/388794
Online Access:https://hdl.handle.net/2117/388794
https://dx.doi.org/10.1016/j.compstruc.2022.106807
Access Level:Open access
Keyword:Polymeric composites
Fibrous composites
Reinforced plastics
Unidirectional
Fiber reinforced polymer
Constitutive behavior
Fracture
Strain-softening
Finite element analysis
Compostos polimèrics
Compostos fibrosos
Plàstics reforçats
Àrees temàtiques de la UPC::Enginyeria dels materials
Description
Summary:In this paper, a microplane model based on cylindrical geometry where the cylinder axis coincides with the longitudinal direction is developed for a general 3D inelastic fracturing analysis by finite element method of transversely isotropic fiber reinforced polymer composites. The model bridges the mesoscale material behavior to macroscale one using the stress equilibrium approach developed for cylindrical geometry. To this end, Microplane level stress–strain relations for tension, compression and shear for both longitudinal and transverse directions are formulated. An explicit algorithm is formulated and coded into a VUMAT user subroutine for use with ABAQUS. The model is suitable for the analysis and design of large structures made of fiber reinforced polymer composites unlike the competing mesoscale models because of its much lower computational cost. A detailed metodology for the calibration of the model is identified. The model is calibrated against the common test data available in the literature using this metodology and the predictive capacity of the model is demonstrated by comparing the model predictions with test data in longitudinal tension, lateral tension, longitudinal compression, lateral compression, longitudinal shear and rare size effect in bending tests including post-peak fracture available in the literature.