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Steel and Composite Structures
  Volume 54, Number 3, February 10 2025 , pages 251-261
DOI: https://doi.org/10.12989/scs.2025.54.3.251
 


Calculation and measurement of material properties of laminated polymer composite
Eva Kormanikova, Hugo Sol, Jun Gu, Kamila Kotrasova, Lenka Kabosova and Peter Sabol

 
Abstract
    The mechanical representation of fibre-reinforced polymer composite materials is currently of major interest with their expanding utilization in the industry. These progressive materials have excellent material characteristics, which can be obtained numerically or by experimental tests. This paper presents different approaches for obtaining the longitudinal Young's modulus of thin unidirectional laminated carbon fibre-reinforced polymer (CFRP) composite based on the microstructure model, cohesive zone model, tensile test, three-point bending test, and the Impulse Excitation Technique. Experimental results are juxtaposed to the results obtained from the numerical homogenization technique and numerical delamination in mode I for evaluation of the accuracy of the different approaches. Within the micro-level numerical approach, the fictitious periodic microstructure model is used. With the use of Karamba 3D FEM analysis, the longitudinal Young's modulus was obtained using simulation of a tensile test. A quasi-static formulation of an interface damage model which incorporates Rayleigh damping of viscoelastic CFRP composite is presented. The interface traction-relative displacement response assumes a thin adhesive layer with behaviour that is analogous to cohesive zone models. The solution to the delamination problem is sought by a semi-implicit time-stepping procedure. The obtained results demonstrate the applicability of the described numerical and experimental models.
 
Key Words
    carbon fibres; delamination modelling; FEM analysis; impulse excitation technique; laminates; longitudinal Young's modulus; micro-mechanics; tensile test; three-point bending test
 
Address
Eva Kormanikova: Technical University of Kosice, Faculty of Civil Engineering, Institute of Structural Engineering and Transportation Structures, Kosice, Slovakia

Hugo Sol: 1)Vrije Universiteit Brussel, Mechanics of Materials and Structures, Brussels, Belgium
2) BYTEC BV, Merksplas, Belgium

Jun Gu: 1)BYTEC BV, Merksplas, Belgium
2)Vrije Universiteit Brussel, Physical Chemistry and Polymer Science, Department MACH, Brussels Belgium

Kamila Kotrasova: Vrije Universiteit Brussel, Mechanics of Materials and Structures, Brussels, Belgium

Lenka Kabosova: Technical University of Kosice, Faculty of Arts, Department of Architecture, Kosice, Slovakia

Peter Sabol:Technical University of Kosice, Center for Research and Innovation in Construction, Kosice, Slovakia
 

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