Effective interlaminar shear moduli in composites containing transverse ply cracks
Source abstract
Abstract
Abstract The effective interlaminar shear modulus for [ θ / 90 m ° ] S and [ ± θ / 90 m ° ] S laminates containing transverse cracks through the middle 90 m ° layers are determined analytically. The cracks are assumed to be evenly spaced and to extend across the entire laminate width. The θ ply and 90 m ° ply cluster are treated as a single homogeneous plate, while the ±θ plies are treated as a single laminated plate. The two plates are connected through continuity of displacements and tractions at the interface. In addition to determining the effective shear modulus, a singularity analysis is presented in conjunction with a [0°/90°]S bi-directional laminate. The singularity is then utilized in conjunction with the laminate model to look at the interlaminar shear stress near the crack tip along the 0°/90° interface. Numerical results are compared to both a finite element analysis and to a previously developed self-consistent model.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Mechanical Behavior of Composites · Structural Behavior of Reinforced Concrete · Composite Structure Analysis and Optimization
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (7)
Show source-provided references
1. Effective thermal-elastic constants for monoclinic laminates containing transverse ply cracks10.1177/0731684403022003849 ↗
2. Analysis of progressive matrix cracking in composite laminates. I. Thermal elastic properties of a ply with cracks10.1177/002199838501900302 ↗
3. Global-local variational model10.1016/0020-7683(83)90058-6 ↗
4. Stress fields in composite laminates10.1016/0020-7683(78)90020-3 ↗
5. On a variational theorem in elasticity10.1002/sapm195029190 ↗
6. Singularity analysis of bidirectional laminates containing transverse cracks
7. Stress singularities resulting from various boundary conditions in angular corners of plates in extension10.1115/1.4010553 ↗