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Progressive debonding analysis of sandwich composite strips using a cohesive-layerwise spectral finite element model
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D.K. Siorikis, C.S. Rekatsinas, N.A. Chrysochoidis, D.A. Saravanos
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243 |
None |
111560–None |
2022 |
40.76 |
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Average Rating: 0.0 / 5
(0 Reviews)
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Damage-augmented nonlocal lattice particle method for fracture simulation of solids
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Changyu Meng, Yongming Liu
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243 |
None |
111561–None |
2022 |
37.07 |
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Average Rating: 0.0 / 5
(0 Reviews)
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Correlation between slip precursors and topological length scales at the onset of frictional sliding
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Gianluca Costagliola, Federico Bosia, Nicola M. Pugno
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243 |
None |
111525–None |
2022 |
33.65 |
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Average Rating: 0.0 / 5
(0 Reviews)
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A new path-independent interaction integral for dynamic stress intensity factors of cracked structures
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Huachao Deng, Bo Yan, Tomonaga Okabe
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243 |
None |
111559–None |
2022 |
28.3 |
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Average Rating: 0.0 / 5
(0 Reviews)
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Analytical solutions for coated circular inhomogeneity with non-uniform axisymmetric eigenstrain distribution
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Jiyang Yan, Junbei Zhu, Lifeng Ma
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243 |
None |
111567–None |
2022 |
24.72 |
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Average Rating: 0.0 / 5
(0 Reviews)
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Parameter identifiability analysis: Mitigating the non-uniqueness issue in the inverse identification of an anisotropic yield function
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Y. Zhang, A. Van Bael, A. Andrade-Campos, S. Coppieters
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243 |
None |
111543–None |
2022 |
19.01 |
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Average Rating: 0.0 / 5
(0 Reviews)
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Unconventional cracks with dislocation-free zones
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Xu Wang, Peter Schiavone
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243 |
None |
111566–None |
2022 |
17.88 |
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Average Rating: 0.0 / 5
(0 Reviews)
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An extended gradient-enhanced damage-plasticity model for concrete considering nonlinear creep and failure due to creep
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Alexander Dummer, Matthias Neuner, Günter Hofstetter
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243 |
None |
111541–None |
2022 |
17.82 |
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Average Rating: 0.0 / 5
(0 Reviews)
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A complex-variable finite element method-based inverse methodology to extract constitutive parameters using experimental data
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Daniel Ramirez-Tamayo, Ayoub Soulami, Varun Gupta, David Restrepo, Harry Millwater
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243 |
None |
111545–None |
2022 |
16.03 |
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Average Rating: 0.0 / 5
(0 Reviews)
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An accurate and refined beam model fulfilling the shear and the normal stress traction condition
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J. Schoeftner
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243 |
None |
111535–None |
2022 |
15.97 |
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Average Rating: 0.0 / 5
(0 Reviews)
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