Continuous alumina fiber-reinforced aluminum matrix composites (Al2O3f/Al) were investigated using an RVE-based finite element framework to clarify mesoscopic failure mechanisms under tensile and bending loads. An RVE with 60 vol.% fibers in a periodic diagonal-square arrangement was constructed. Interfacial debonding was modeled by a zero-thickness cohesive zone model (CZM) with a bilinear traction–separation law. The aluminum matrix damage evolution was described by the Johnson–Cook model, and fiber fracture was predicted using a maximum-stress criterion implemented via a user-defined Fortran subroutine. The simulated tensile stress–strain curve agreed well with experimental results, especially in the elastic regime and near the peak load (ultimate tensile strength ∼1650–1670 MPa at strain ∼0.008–0.0082), supporting the reliability of the model for stiffness and strength prediction. The simulations indicated a consistent failure sequence of interface damage followed by matrix damage and final fiber fracture, highlighting the dominant role of interfacial integrity in load transfer. Under bending, fiber failure was governed by compression-driven damage on the compressive side. This approach provides quantitative support for interface design and performance assessment of Al2O3f/Al composites.
Specimen-scale fitting can reproduce interlaminar fracture in carbon-fiber-reinforced aluminum laminates (CARALL) but obscures the physical origin of cohesive-zone parameters. We present a multiscale framework integrating molecular dynamics (MD), a representative volume element (RVE), finite element (FE) modeling, and...
Fiber-reinforced thermoplastic composites are critical in aerospace for their lightweight and durable properties. However, predicting transverse matrix cracking remains challenging due to microstructural heterogeneity and the stochastic nature of fiber arrangements. This study introduces a stochastic Direct FE
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Gading Wulung Wiradjanu, M. Firdaus, Satrio Wicaksono et al.· Proceedings of the Instituti...· 0 citations
The corrosion of steel bars in reinforced concrete structures subjected to harsh environments remains a significant challenge. Fiber-reinforced polymer (FRP) composites have been investigated as potential alternatives to conventional steel reinforcement. While basalt fiber-reinforced polymer (BFRP) bars exhibit high te...
Shahad Jawad Kadhim, H. Hassan· Jurnal Engineering· 0 citations
A multi-scale finite element (FE) framework was developed to analyse the bending, buckling, and free-vibration behaviours of carbon nanotube (CNT)-reinforced aluminium (Al) nanocomposite beams while explicitly accounting for the interphase between CNTs and the metal matrix. A three-phase representative volume element (...
M. Ahmadi, R. Ansari, P. Aghdasi et al.· Proceedings of the Instituti...· 0 citations
Steel fiber reinforced concrete (SFRC) can enhance post-cracking tensile resistance through fiber bridging across cracks; however, the torsional contribution of fibers is still not explicitly addressed in most design provisions. This study develops a three-dimensional nonlinear finite element (FE) model in ABAQUS to ev...
H. Al-Baghdadi, I. Al-Damad, E. G. Al-Hasany et al.· Jurnal Engineering· 0 citations
This study examines the fracture and mechanical performance of hybrid fiber-reinforced high-strength concrete (HFRHSC) with different water-to-binder (W/B) ratios. Six mixtures incorporating hybrid combinations of steel, polymer, glass, and basalt fibers were investigated at W/B ratios of 0.42, 0.31, and 0.25. The sy...
P. Smarzewski, Taher A. Tawfik, Mohamed Abdellatief· International Journal of Civ...· 0 citations
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