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Sea Urchin Spines as a Model-System for Permeable,Light-Weight Ceramics with Graceful Failure Behavior.Part Ⅱ.Mechanical Behavior of Sea Urchin Spine Inspired Porous Aluminum Oxide Ceramics under Compression 被引量:1
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作者 V.Presser C.Kohler +5 位作者 Z.Zivcová C.Berthold K.G.Nickel S.Schultheiβ E.Gregorová W.Pabst 《Journal of Bionic Engineering》 SCIE EI CSCD 2009年第4期357-364,共8页
Sea urchin spines were chosen as a model system for biomimetic ceramics obtained using starch-blended slip casting. Porous alumina ceramics with cap-shaped layers with different alternating porosities were found to ha... Sea urchin spines were chosen as a model system for biomimetic ceramics obtained using starch-blended slip casting. Porous alumina ceramics with cap-shaped layers with different alternating porosities were found to have superior fracture behavior under bulk compression compared to ceramics with uniform porosity.They fail in a cascading manner,absorbing high amounts of energy during extended compression paths.The porosity variation in an otherwise single phase material mimicks the architectural microstructure design of sea urchin spines of Heterocentrotus mammillatus,which are promising model materials for impact protection. 展开更多
关键词 biomimetic engineering sea urchin spines porous alumina ceramics starch-blended slip casting mechanical behavior compression
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Concrete Based on Fly Ash Alumosilicate Polymers
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作者 R. Sulc T. Strnad +4 位作者 F. Skvara P. Svoboda Z. Bittnar V. Smilauer L. Kopecky 《Journal of Environmental Science and Engineering》 2011年第6期728-735,共8页
Concretes on the basis of the alumosilicate polymer can be prepared by alkali activation (NaOH, sodium water glass) of waste brown coal fly ash. The preparation is possible: (1) by using a short-term heating of t... Concretes on the basis of the alumosilicate polymer can be prepared by alkali activation (NaOH, sodium water glass) of waste brown coal fly ash. The preparation is possible: (1) by using a short-term heating of the concrete mix (to 80 ℃); or (2) by allowing the mix to harden spontaneously at a temperature of 20 ℃. The concretes prepared by short-time heating attain high strength values after their preparation; the values are comparable to those characterizing concretes obtained on the basis of Portland cement. The strength development of concretes hardening at 20 ℃ is substantially less steep but, nevertheless, the strength attained after about 60 days is practically identical with that of the concretes exposed to a short-time heating. The shrinkage of concretes prepared by short-time heating is very small as compared with the concretes allowed to harden spontaneously; the shrinkage of latter concretes is larger than that of the concretes on the basis of Portland cement. The concretes on the basis of alumosilicate polymer exhibit much better resistance to the corrosive action of the environment as compared with those prepared on the basis of Portland cement. 展开更多
关键词 Alumosilicate polymer GEOPOLYMER CONCRETE fly ash
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