Interlayer shear strength of single crystalline graphite
نویسندگان
چکیده
منابع مشابه
Interlayer vacancy diffusion and coalescence in graphite
Due to the layered nature of graphite, the migration and interaction of point defects in the graphite crystal structure are highly anisotropic, and it is usually assumed that individual mobile lattice vacancies are confined to diffuse on a single plane. We present the results of ab initio calculations based on density functional theory which demonstrate that vacancies can, in fact, move between...
متن کاملEffECT Of ChROmIUm INTERlayER ON ThE ShEaR bOND STRENgTh aND SURfaCE ROUghNESS fOR TITaNIUm-pORCElaIN bONDINg
2. Professor, Head of Dental Biomaterials Department, Faculty of Dentistry, Mansoura University, Egypt. 3. Professor, Department of Chemistry, Faculty of Science, Mansoura University, Egypt. 4. Associate Professor, Department of Production Engineering and Machine Design, Faculty of Engineering, Mansoura University, Egypt. 5. Professor, Biomaterials Science Research Unit, Faculty of Dentistry, T...
متن کاملUltrahigh strength single crystalline nanowhiskers grown by physical vapor deposition.
The strength of metal crystals is reduced below the theoretical value by the presence of dislocations or by flaws that allow easy nucleation of dislocations. A straightforward method to minimize the number of defects and flaws and to presumably increase its strength is to increase the crystal quality or to reduce the crystal size. Here, we describe the successful fabrication of high aspect rati...
متن کاملMeasuring Interlayer Shear Stress in Bilayer Graphene.
Monolayer two-dimensional (2D) crystals exhibit a host of intriguing properties, but the most exciting applications may come from stacking them into multilayer structures. Interlayer and interfacial shear interactions could play a crucial role in the performance and reliability of these applications, but little is known about the key parameters controlling shear deformation across the layers an...
متن کاملShear Strength of Fiber-Reinforced Clayey Sands
Consolidated-drained triaxial compression tests were conducted to compare the stress-strain and volume change response of sands and clayey sands reinforced with discrete randomly distributed poly-propylene fibers. The influence of various test parameters such as fiber content (0.0%, 0.5% and 1.0% by weight), clay content (0%, 10% and 20% by weight), relative density (50% and 90%) and confining ...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Acta Mechanica Sinica
سال: 2012
ISSN: 0567-7718,1614-3116
DOI: 10.1007/s10409-012-0137-0