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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
231

Effects of Chemistry on Toughness and Temperature on Structural Evolution in Metallic Glasses

Shamimi Nouri, Ali 25 February 2009 (has links)
No description available.
232

Viscosity effects on the flow and fracture of metallic glasses and other viscous materials

Deibler, Lisa A. 11 April 2011 (has links)
No description available.
233

Mechanical and Structural Characterization of Mini-Bar Reinforced Concrete Beams

Adhikari, Sudeep January 2013 (has links)
No description available.
234

Mental Toughness: Effect on Factors Associated with Injury and Illness in Adolescent Athletes

Baker, Frank W., Jr. 22 September 2014 (has links)
No description available.
235

Understanding Low temperature Impact Toughness of 2.25Cr-1Mo steel Submerged Arc Welds

Mohan, Soumya 20 May 2015 (has links)
No description available.
236

Feeding ecology of black and white colobus monkeys from south coastal Kenya: the influence of spatial availability, nutritional composition, and mechanical properties of food items

Dunham, Noah T. 27 June 2017 (has links)
No description available.
237

Non-destructive Evaluation Measurements and Fracture Effects in Carbon/Epoxy Laminates Containing Porosity

Hakim, Issa A. 28 August 2017 (has links)
No description available.
238

Tuning Mechanics of Bio-Inspired Polymeric Materials through Supramolecular Chemistry

Monemian, Seyedali 13 September 2016 (has links)
No description available.
239

Application of Bayesian Neural Network Modeling to Characterize the Interrelationship between Microstructure and Mechanical Property in Alpha+Beta-Titanium Alloys

Koduri, Santhosh K. 03 September 2010 (has links)
No description available.
240

Fracture and self-sensing characteristics of super-fine stainless wire reinforced reactive powder concrete

Dong, S., Dong, X., Ashour, Ashraf, Han, B., Ou, J. 11 June 2019 (has links)
Yes / Super-fine stainless wire (SSW) can not only form widely distributed enhancing, toughening and conductive network in reactive powder concrete (RPC) at low dosage level, but also improve weak interface area and refine cracks due to its micron scale diameter and large specific surface. In addition, the crack resistance zone generated by SSWs and RPC matrix together has potential to further enhance the fracture properties of composites. Therefore, fracture and self-sensing characteristics of SSW reinforced RPC composites were investigated in this paper. Experimental results indicated that adding 1.5 vol. % of SSW leads to 183.1% increase in the initial cracking load of RPC specimens under three-point bending load. Based on two parameter fracture model calculations, an increase of 203.4% in fracture toughness as well as an increase of 113.3% in crack tip opening displacement of the composites reinforced with 1.5% SSWs are achieved. According to double-K fracture model calculations, the initiation fracture toughness and unstable fracture toughness of the composites are enhanced by 185.2% and 179.2%, respectively. The increment for fracture energy of the composites reaches up to 1017.1% because of the emergence of blunt and tortuous cracks. The mixed mode Ⅰ-Ⅱ fracture toughness of the composites is increased by 177.1% under four-point shearing load. The initial angle of mixed mode Ⅰ-Ⅱ cracks of the composites decreases with the increase of SSW content. The initiation and propagation of cracks in the composites can be monitored by their change in electrical resistivity. The excellent fracture toughness of the composites is of great significance for the improvement of structure safety in serviceability limit states, and the self-sensing ability of the composites can also provide early warning for the degradation of structure safety. / National Key Research and Development Program of China (2018YFC0705601), the National Science Foundation of China (51578110), China Postdoctoral Science Fundation (2019M651116) and the Fundamental Research Funds for the Central Universities in China (DUT18GJ203).

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