Quasibrittle Size Effect Analysis in Practical Problems
This chapter demonstrates applications to size effect analysis in a cornucopia of important practical problems of concrete, rock, sea ice, bone, fiber composites, nanocomposite, sandwich structures, and metal composite joints. Keen attention is devoted to the formidable problem of shear failure of R...
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2021
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croxfordunivpr:10.1093/oso/9780192846242.003.0007 2023-05-15T18:18:17+02:00 Quasibrittle Size Effect Analysis in Practical Problems Bažant, Zdeněk P. Le, Jia-Liang Salviato, Marco 2021 http://dx.doi.org/10.1093/oso/9780192846242.003.0007 unknown Oxford University Press Quasibrittle Fracture Mechanics and Size Effect page 187-259 book-chapter 2021 croxfordunivpr https://doi.org/10.1093/oso/9780192846242.003.0007 2022-08-05T10:32:11Z This chapter demonstrates applications to size effect analysis in a cornucopia of important practical problems of concrete, rock, sea ice, bone, fiber composites, nanocomposite, sandwich structures, and metal composite joints. Keen attention is devoted to the formidable problem of shear failure of RC beams and slabs. This failure, which is actually triggered by crack-parallel compression, underlies the size effect factor recently incorporated into the design code of American Concrete Institute. The analysis of compression failure and size effect is extended to the breakout of deep boreholes and the propagation of kink bands in fiber-polymer composites. Stable measurement of postpeak softening in textile composites and size effects in delamination fracture composites are also analyzed. Further discussion deals with sideways cracks in highly orthotropic fiber composites, and with size effects observed in bone fracture, nanocomposites and hybrid metal-composite joints. Reliability of polycrystalline silicon MEMS is shown to require quasibrittle size effect analysis. Book Part Sea ice Oxford University Press (via Crossref) 187 259 |
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Oxford University Press (via Crossref) |
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description |
This chapter demonstrates applications to size effect analysis in a cornucopia of important practical problems of concrete, rock, sea ice, bone, fiber composites, nanocomposite, sandwich structures, and metal composite joints. Keen attention is devoted to the formidable problem of shear failure of RC beams and slabs. This failure, which is actually triggered by crack-parallel compression, underlies the size effect factor recently incorporated into the design code of American Concrete Institute. The analysis of compression failure and size effect is extended to the breakout of deep boreholes and the propagation of kink bands in fiber-polymer composites. Stable measurement of postpeak softening in textile composites and size effects in delamination fracture composites are also analyzed. Further discussion deals with sideways cracks in highly orthotropic fiber composites, and with size effects observed in bone fracture, nanocomposites and hybrid metal-composite joints. Reliability of polycrystalline silicon MEMS is shown to require quasibrittle size effect analysis. |
format |
Book Part |
author |
Bažant, Zdeněk P. Le, Jia-Liang Salviato, Marco |
spellingShingle |
Bažant, Zdeněk P. Le, Jia-Liang Salviato, Marco Quasibrittle Size Effect Analysis in Practical Problems |
author_facet |
Bažant, Zdeněk P. Le, Jia-Liang Salviato, Marco |
author_sort |
Bažant, Zdeněk P. |
title |
Quasibrittle Size Effect Analysis in Practical Problems |
title_short |
Quasibrittle Size Effect Analysis in Practical Problems |
title_full |
Quasibrittle Size Effect Analysis in Practical Problems |
title_fullStr |
Quasibrittle Size Effect Analysis in Practical Problems |
title_full_unstemmed |
Quasibrittle Size Effect Analysis in Practical Problems |
title_sort |
quasibrittle size effect analysis in practical problems |
publisher |
Oxford University Press |
publishDate |
2021 |
url |
http://dx.doi.org/10.1093/oso/9780192846242.003.0007 |
genre |
Sea ice |
genre_facet |
Sea ice |
op_source |
Quasibrittle Fracture Mechanics and Size Effect page 187-259 |
op_doi |
https://doi.org/10.1093/oso/9780192846242.003.0007 |
container_start_page |
187 |
op_container_end_page |
259 |
_version_ |
1766194808828723200 |