Effects of laminate architecture on fracture resistance of sponge biosilica : lessons from nature
Hexactinellid sponges are known for their ability to synthesize unusually long and highly flexible fibrous spicules, which serve as the building blocks of their skeletal systems. The spicules consist of a central core of monolithic hydrated silica, surrounded by alternating layers of hydrated silica...
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sg-ntu-dr.10356-1020192020-06-01T10:01:54Z Effects of laminate architecture on fracture resistance of sponge biosilica : lessons from nature Miserez, Ali Weaver, James C. Thurner, Philipp J. Aizenberg, Joanna Dauphin, Yannicke Fratzl, Peter Morse, Daniel E. Zok, Frank W. School of Materials Science & Engineering DRNTU::Engineering::Materials::Biomaterials Hexactinellid sponges are known for their ability to synthesize unusually long and highly flexible fibrous spicules, which serve as the building blocks of their skeletal systems. The spicules consist of a central core of monolithic hydrated silica, surrounded by alternating layers of hydrated silica and proteinaceous material. The principal objective of the present study is to ascertain the role of the latter laminate architecture in the material's resistance to both crack initiation and subsequent crack growth. This has been accomplished through indentation testing on the giant anchor spicule of Monorhaphis chuni, both in the laminated region and in the monolithic core, along with a theoretical analysis of deformation and cracking at indents. The latter suggests that the threshold load for crack initiation is proportional to Kc4/E2H where Kc is fracture toughness, E is Young's modulus, and H is hardness. Two key experimental results emerge. First, the load required to form well-defined radial cracks from a sharp indent in the laminated region is two orders of magnitude greater than that for the monolithic material. Secondly, its fracture toughness is about 2.5 times that of the monolith, whereas the modulus and hardness are about 20% lower. Combining the latter property values with the theoretical analysis, the predicted increase in the threshold load is a factor of about 80, broadly consistent with the experimental measurements. 2014-03-06T06:27:20Z 2019-12-06T20:48:22Z 2014-03-06T06:27:20Z 2019-12-06T20:48:22Z 2008 2008 Journal Article Miserez, A., Weaver, J. C., Thurner, P. J., Aizenberg, J., Dauphin, Y., Fratzl, P., et al. (2008). Effects of Laminate Architecture on Fracture Resistance of Sponge Biosilica: Lessons from Nature. Advanced Functional Materials, 18(8), 1241-1248. 1616-301X https://hdl.handle.net/10356/102019 http://hdl.handle.net/10220/18887 10.1002/adfm.200701135 en Advanced functional materials © 2008 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim. |
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DRNTU::Engineering::Materials::Biomaterials Miserez, Ali Weaver, James C. Thurner, Philipp J. Aizenberg, Joanna Dauphin, Yannicke Fratzl, Peter Morse, Daniel E. Zok, Frank W. Effects of laminate architecture on fracture resistance of sponge biosilica : lessons from nature |
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Hexactinellid sponges are known for their ability to synthesize unusually long and highly flexible fibrous spicules, which serve as the building blocks of their skeletal systems. The spicules consist of a central core of monolithic hydrated silica, surrounded by alternating layers of hydrated silica and proteinaceous material. The principal objective of the present study is to ascertain the role of the latter laminate architecture in the material's resistance to both crack initiation and subsequent crack growth. This has been accomplished through indentation testing on the giant anchor spicule of Monorhaphis chuni, both in the laminated region and in the monolithic core, along with a theoretical analysis of deformation and cracking at indents. The latter suggests that the threshold load for crack initiation is proportional to Kc4/E2H where Kc is fracture toughness, E is Young's modulus, and H is hardness. Two key experimental results emerge. First, the load required to form well-defined radial cracks from a sharp indent in the laminated region is two orders of magnitude greater than that for the monolithic material. Secondly, its fracture toughness is about 2.5 times that of the monolith, whereas the modulus and hardness are about 20% lower. Combining the latter property values with the theoretical analysis, the predicted increase in the threshold load is a factor of about 80, broadly consistent with the experimental measurements. |
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School of Materials Science & Engineering |
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School of Materials Science & Engineering Miserez, Ali Weaver, James C. Thurner, Philipp J. Aizenberg, Joanna Dauphin, Yannicke Fratzl, Peter Morse, Daniel E. Zok, Frank W. |
format |
Article |
author |
Miserez, Ali Weaver, James C. Thurner, Philipp J. Aizenberg, Joanna Dauphin, Yannicke Fratzl, Peter Morse, Daniel E. Zok, Frank W. |
author_sort |
Miserez, Ali |
title |
Effects of laminate architecture on fracture resistance of sponge biosilica : lessons from nature |
title_short |
Effects of laminate architecture on fracture resistance of sponge biosilica : lessons from nature |
title_full |
Effects of laminate architecture on fracture resistance of sponge biosilica : lessons from nature |
title_fullStr |
Effects of laminate architecture on fracture resistance of sponge biosilica : lessons from nature |
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Effects of laminate architecture on fracture resistance of sponge biosilica : lessons from nature |
title_sort |
effects of laminate architecture on fracture resistance of sponge biosilica : lessons from nature |
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2014 |
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https://hdl.handle.net/10356/102019 http://hdl.handle.net/10220/18887 |
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1681059060709851136 |