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Energy Release Rate and Mode Partitioning of Moment-Loaded Fracture Tests on Layered Beams with Bending–Extension Coupling and Hygrothermal Stresses

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Fracture Analysis of Layered Beams With an Elastically Coupled Behavior and Hygrothermal Stresses

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Abstract

In the present chapter, the analytical framework proposed in Chap. 2 is enriched, and the study of the fracture toughness of the titanium-to-CFRP joint presented in Chaps. 3 and 4 is extended. New closed-form expressions are derived for the ERR and MM of interfacial fracture tests on layered beams with BEC and RHTS, loaded with uneven bending moments. The analytical model uses Timoshenko beam kinematics, a semi-rigid interface model, and the crack closure integral for mode partitioning. The proposed expressions are validated via the finite element method in two typical examples of metal-to-composite joints. In addition, experiments employing the DCB-UBM test setup are performed in a titanium-to-CFRP adhesive joint, and the new analytical expressions are used to achieve data reduction. We demonstrate that the effect of RTS on the ERR and MM of the metal/composite interfaces can be non-negligible and, thus, should be considered in the design and analysis of such structures. The proposed formulae serve as a DRS to determine fracture toughness and MM of moment-loaded tests on arbitrarily layered beams with BEC and hygrothermal stresses.

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Notes

  1. 1.

    Nevertheless, when loading with pure bending moments, where no shear forces are present, shear deformability cannot influence the test results.

  2. 2.

    The term crack is used to describe both delamination and interfacial disbonding phenomena, depending on whether the beam structure under consideration is, for example, a composite laminate or an adhesive joint, respectively.

  3. 3.

    In the present chapter, we chose to define the directions of the applied moments, \({M}_{1}\) and \({M}_{2}\), as shown in Fig. 5.2a for consistency with most of the relevant literature.

  4. 4.

    As discussed in Chap. 2, it is hard to extract analytical, closed-form expressions for the contact force when the effects of BEC and hygrothermal stresses are simultaneously present. This could be the topic of a future work.

  5. 5.

    Based on the definitions given in Sect. 4.3.3.1, this is the VIS criterion.

  6. 6.

    This observation was first reported by Yokozeki et al. [32].

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Acknowledgements

A significant part of the work was supported financially by the Clean Sky 2 Joint Undertaking under the European Union’s Horizon 2020 research and innovation program TICOAJO (grant agreement number: 737785). The author appreciates this support. The author also appreciates the financial support provided by the General Secretariat for Research and Technology (GSRT) and the Hellenic Foundation for Research and Innovation (HFRI) in the context of the action “1st Proclamation of Scholarships from ELIDEK for PhD Candidates” (scholarship code: 1688). Furthermore, the author thanks his TICOAJO partners from the Structures Technology Department, Royal Netherlands Aerospace Centre, the Netherlands, and especially Mr. Wouter M. van den Brink, Mr. Peter Nijhuis, and Mr. Marcelo Müller, for assisting with the execution of the experiments. Lastly, the author thanks his TICOAJO partners from the Structural Integrity and Composites research group, Delft University of Technology, the Netherlands, and especially Dr. Wandong Wang, Prof. Johannes A. Poulis, Prof. Sofia Teixeira de Freitas, and Prof. Dimitrios Zarouchas, for performing the surface pre-treatment studies.

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Tsokanas, P. (2023). Energy Release Rate and Mode Partitioning of Moment-Loaded Fracture Tests on Layered Beams with Bending–Extension Coupling and Hygrothermal Stresses. In: Fracture Analysis of Layered Beams With an Elastically Coupled Behavior and Hygrothermal Stresses. Springer Theses. Springer, Cham. https://doi.org/10.1007/978-3-031-17621-0_5

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  • DOI: https://doi.org/10.1007/978-3-031-17621-0_5

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