Dynamic fracturing of strengthened glass under biaxial tensile loading
Source abstract
Abstract
Abstract A high speed camera imaging technique is used to capture the dynamic fracturing process of thin strengthened glass under biaxial tensile loading with modified ring-on-ring configurations. Crack fronts emit radially from the fracture origin. The crack front velocity depends on the load-bearing capacity of the specimen and can be as high as 0.76cR, where cR is the Rayleigh wave speed. Finite element analysis (FEA) is used to analyze the stress distribution associated with large deflections accounting for the specific loading fixture geometry.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Structural Analysis of Composite Materials · Cultural Heritage Materials Analysis · Advanced Surface Polishing Techniques
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References (16)
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1. Glass substrates for liquid crystal displays10.1111/j.2041-1294.2010.00009.x ↗
2. Stresses in glass produced by nonuniform exchange of monovalent ions10.1111/j.1151-2916.1962.tb11081.x ↗
3. Measurement of mechanical resistance of glass after reinforcement
4. Towards ultrastrong glasses10.1002/adma.201102795 ↗
5. Elasticity of ion stuffing in chemically strengthened glass10.1016/j.jnoncrysol.2012.04.021 ↗
6. Atomistic understanding of the network dilation anomaly in ion-exchanged glass10.1016/j.jnoncrysol.2011.09.034 ↗
7. The fracture process of tempered soda–lime–silica glass10.1007/s11340-008-9200-y ↗
8. Fracture of tempered glass10.1111/j.1151-2916.1968.tb11840.x ↗
9. High-speed camera study of Stage III crack propagation in chemically strengthened glass10.1007/s00339-014-8370-y ↗
10. ASTM, C1499-09 · 2009
11. Topological model for the viscosity of multicomponent glass-forming liquids10.1111/ijag.12009 ↗
12. Statistical mechanics of glass10.1016/j.jnoncrysol.2014.04.009 ↗
13. Timoshenko · 1987
14. Large-deflection solution of the coaxial-ring–circular-glass-plate flexure problem10.1111/j.1151-2916.1971.tb12209.x ↗
15. Ball impact response of unstrengthened and chemically strengthened glass bars10.1111/jace.12704 ↗
16. Meyers · 1994