Microstructure and Strain Distribution Influence on Failure Properties in Eutectic AlNi, AlFe Alloys

2007 ◽  
Vol 550 ◽  
pp. 247-252 ◽  
Author(s):  
Paul Olaru ◽  
Günter Gottstein ◽  
Andre Pineau

Eutectic AlNi, AlFe, alloys exhibit plastic strains to failure (usually in the range of 1%- 5%), that those of structural alloys. We have developed a technique to measure strains at the scale of the microstructure and have used this method to assess the variation in failure properties with microstructure. This method is capable of using the grayscale information in the image of a gridded sample to obtain sub-pixel marker displacement, and can therefore accurately determine small strain values. Microstructures that exhibit large variation in local strain distribution tend to have higher variability in tensile properties, particularly tensile ductility, compared to microstructures that accumulate strain more uniformly. Orientation and morphology of lamellar plates in lamellar colonies play, also, a role in influencing the distribution of strain. Local grain orientation, phase distribution and segregation are factors influencing the strain distribution, and therefore the properties of these materials.

2006 ◽  
Vol 2006.5 (0) ◽  
pp. 227-228
Author(s):  
Tsubasa MATSUI ◽  
Toshiro OHASHI ◽  
Shinji DEGUCHI ◽  
Masaaki SATO

Alloy Digest ◽  
1990 ◽  
Vol 39 (9) ◽  

Abstract Armco Tran-Cor H-0 Electrical Steel, available in coils 0.009 (0.23 mm) thickness, offers an outstanding degree of grain orientation with resultant far lower core loss than possible with conventional grain-oriented electrical steels. It is used for transformer cores. This datasheet provides information on physical properties, hardness, elasticity, and tensile properties. It also includes information on heat treating and surface treatment. Filing Code: Fe-92. Producer or source: Armco Advanced Materials Corporation.


2021 ◽  
pp. 2100201
Author(s):  
Philipp Jordt ◽  
Stjepan B. Hrkac ◽  
Jorit Gröttrup ◽  
Anton Davydok ◽  
Christina Krywka ◽  
...  

Author(s):  
Kamal Elbachiri ◽  
Pascal Doumalin ◽  
Jéro^me Crépin ◽  
Michel Bornert ◽  
Pierre Barberis ◽  
...  

Nanoscale ◽  
2020 ◽  
Vol 12 (11) ◽  
pp. 6456-6461
Author(s):  
Zongrui Pei ◽  
Sai Mu ◽  
Wenmei Ming

Recent studies show that small geometric changes can result in dramatic changes in physical properties and need to be carefully evaluated.


2020 ◽  
Vol 12 (24) ◽  
pp. 10468
Author(s):  
Muhammad Safdar ◽  
Tim Newson ◽  
Colin Schmidt ◽  
Kenichi Sato ◽  
Takuro Fujikawa ◽  
...  

The disposal of 2011 Japan earthquake waste has become an important issue in Japan and it is not realistic or economical to send all of these wastes to landfill sites, due to limited space, high costs, and related environmental issues. In sustainable geotechnical applications, mixing of the separated soils from disaster wastes with additives (e.g., cement and fiber) is required to improve their strength and stiffness characteristics. In this study, monotonic triaxial drained compression tests are performed on medium dense specimens of Toyoura sand-cement-fiber mixtures with different percentages of fiber and cement (e.g., 0–3%) additives. The experimental results indicate that behavior of the mixtures is significantly affected by the concentration of fiber and cement additives. Based on a comprehensive set of test results, modifications to the series of equations were developed that can be used to evaluate the shear modulus and mobilized stress curves at small-strain levels. The experimental results and model comparison show that the elastic threshold strain (γe), reference strain (γr), increases with fiber and cement additives. In addition, the range of curvature parameter, from 0.88 to 1.0, provides a good comparison with the results of small-strain measurements. Overall, the comparison of the results and model shows that the small-strain measurements obtained using local strain transducers fall within the range of model upper and lower bound curves. The results of the unreinforced, fiber, and cemented sand shows a close agreement with the model mean curve, but fiber-reinforced cemented sand shows a good comparison with model upper bound.


1970 ◽  
Vol 17 (2) ◽  
pp. 160-167 ◽  
Author(s):  
Kristina ANCUTIENĖ ◽  
Dovilė SINKEVIČIŪTĖ

3D virtual representation of garment provides high potential for design, product development and marketing processes, especially in mass customization strategies implementation. Clothing industry rapidly turns to virtual simulation which not only presents realistic 3D view of garment but also simulates mechanical behaviour of materials. 3D CAD systems can be used to define strain distribution in virtual garment which describes garment fit without actually producing the garment. Strain and distance ease between body and garment depends not only upon body measurements and garment construction, but also on mechanical and structural properties of selected material. The aim of this research was to investigate virtual garment fit using "Modaris 3D Fit" (Lectra) software subjected to fabrics mechanical (tensile, bending, shear) and structural (composition, thickness, area density) properties investigating strain distribution in garment and distance ease between garment and human body. It was defined that for diagonal cut garments the highest influence upon garment fit has fabric tensile properties in weft direction. The highest influence is obtained at high distance ease and small strain values zones and at negative distance ease and high strain values zones. Therefore, presented method could be used for tight-fitted garments also for garments with draperies on purpose to investigate garment fit upon fabrics used.http://dx.doi.org/10.5755/j01.ms.17.2.486


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