Book ChapterDOI
American society for testing and materials
Bryant Mather,SF Etris +1 more
- pp 8-9
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The article was published on 1981-01-01. It has received 5742 citations till now.read more
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Wear Debris Characterization and Corresponding Biological Response: Artificial Hip and Knee Joints.
J. Nine,Dipankar Choudhury,Dipankar Choudhury,Ay Ching Hee,Rajshree Mootanah,Noor Azuan Abu Osman +5 more
TL;DR: Results show that debris characterization largely depends on their appropriate and accurate isolation protocol, and suggest considering debris morphology as an important parameter to evaluate joint simulator and newly developed implant materials.
Journal ArticleDOI
Evaluation of molar weight and deacetylation degree of chitosan during chitin deacetylation reaction: Used to produce biofilm
Catarina Motta de Moura,Jaqueline Motta de Moura,Niege Madeira Soares,Luiz Antonio de Almeida Pinto +3 more
TL;DR: In this article, the authors studied the chitin deacetylation reaction, by the viscosity average molar weight of chitosan as a function of reaction time.
Journal ArticleDOI
Copper slag waste as a supplementary cementing material to concrete
TL;DR: The use of industrial solid waste to concrete production is environmentally friendly because it contributes to reducing the consumption of natural resources, the pollution concrete production generates and the power it consumes as mentioned in this paper.
Journal ArticleDOI
The structure, composition, and dimensions of TiO2 and ZnO nanomaterials in commercial sunscreens
Zuzanna A. Lewicka,Angelo F. Benedetto,Denise Benoit,William W. Yu,John D. Fortner,Vicki L. Colvin +5 more
TL;DR: In this paper, the structural similarity of pigments derived from actual sunscreen products to nanocrystals which have been the subject of intense scrutiny in the nanotoxicity literature was investigated.
Journal ArticleDOI
Shear resistance of masonry walls and Eurocode 6: shear versus tensile strength of masonry
TL;DR: In this paper, the results of a series of laboratory tests are analyzed to show that in the case of the diagonal tension shear failure, the Eurocode 6 based calculations are not in agreement with the actual resistance of masonry walls.