Response of laminated glass elements subject to dynamic loadings using a monolithic model and a stress effective Young’s modulus
Source abstract
Abstract
Due to the brittle nature of the glass, to study the response of glass elements subjected to dynamics loadings is of great interest, mainly when human injury resulting from glass breakage may occur. Laminated glass consists of two or more layers of monolithic glass and one or more viscoelastic interlayers. In this paper, a technique to predict the dynamic response (deflections and stresses) of laminated glass elements using a linear elastic monolithic model is proposed and validated. In a first step, the modal parameters and the dynamic response of a monolithic model are calculated using the modal superposition technique. Then, the modal parameters and the modal coordinates of the laminated glass element are estimated using the equations derived in this paper. Finally, the stresses in time and frequency domain are estimated using an effective stress Young’s modulus.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Structural Analysis of Composite Materials · Building materials and conservation · Laser Material Processing Techniques
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department con Construction and Manufacturing Engineering, University of Oviedo, Gijón, Spain
Funding
Spanish Ministry of Education
References (29)
Show source-provided references
1. Ferry JD · 1980
2. 10.1016/j.ijsolstr.2012.05.02810.1016/j.ijsolstr.2012.05.028 ↗
3. 10.1017/CBO978051162672210.1017/CBO9780511626722 ↗
4. 10.1061/(ASCE)0733-9445(1993)119:1(202)10.1061/(ASCE)0733-9445(1993)119:1(202) ↗
5. 10.1061/(ASCE)0733-9399(1998)124:1(46)10.1061/(ASCE)0733-9399(1998)124:1(46) ↗
6. Bennison S, Qin MHX, Davies PS. High-performance laminated glass for structurally efficient glazing. Innovative Light-weight Structures and Sustainable Facades, Hong Kong, 2008.
7. Calderone I · 2009
8. 10.1016/j.engstruct.2011.12.03910.1016/j.engstruct.2011.12.039 ↗
9. 10.1016/j.compositesb.2012.09.07310.1016/j.compositesb.2012.09.073 ↗
10. Ross D, Ungar EE, Kerwin EM. Damping of plate flexural vibrations by means of viscoelastic laminate, Structural Damping, ASME, 49–88, 1959.
11. Ungar E · 1959
12. 10.1115/1.359175210.1115/1.3591752 ↗
13. 10.1016/0022-460X(69)90193-X10.1016/0022-460X(69)90193-X ↗
14. 10.1177/107754630707745110.1177/1077546307077451 ↗
15. 10.1115/1.402392910.1115/1.4023929 ↗
16. 10.1016/j.compositesb.2014.07.01810.1016/j.compositesb.2014.07.018 ↗
17. 10.1016/j.compositesb.2015.08.00110.1016/j.compositesb.2015.08.001 ↗
18. Clough Ray W · 1995
19. Blasón S, López-Aenlle M, Pelayo F. Influence of temperature on the modal parameters of´ laminated glass beams. In: Proc. of the 11th International Conference on Vibration Problems (ICOVP), Lisbon, Portugal, 9-12 September 2013.
20. 10.1002/978111853514110.1002/9781118535141 ↗
21. Nashif AD · 1985
22. Abaqus User’s Manual · 2020
23. 10.1061/(ASCE)EM.1943-7889.000052710.1061/(ASCE)EM.1943-7889.0000527 ↗
24. 10.1016/j.tws.2017.06.03010.1016/j.tws.2017.06.030 ↗
25. 10.1021/ja01619a00810.1021/ja01619a008 ↗
26. 10.1007/BF0270354310.1007/BF02703543 ↗
27. 10.1007/978-94-015-8508-810.1007/978-94-015-8508-8 ↗
28. 10.1016/j.ymssp.2013.10.02510.1016/j.ymssp.2013.10.025 ↗
29. Tolstov GP · 1977