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Impact of g-Load Shift on Temporal Expression Pattern of Apoptosis-linked Proteins in the Rat Mammary Gland

quantification. An overlay image ( a ) was unmixed into blue hematoxylin ( b ) and red VDR ( c ). The unmixed images of dual-labeled slide enable quantification of individual, as well as overlapping signals within the same outlined lobular border. The scale bar represents 50 mm (10× magnification) in the photomicrographs. VDR, vitamin D receptor. Statistical Analysis Statistical analyses within (HG and SC: G20 vs P1; G20 vs P3; P1 vs P3 stages) a group and between (HG vs SC within G20; P1; P3) groups were done using Student’s t -test (GraphPad Prism ® 6.07). Data

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Effect of macromolecular mass transport in microgravity protein crystallization

impurities in the crystallization experiments, were labeled with the fluorescent dyes Alexa Fluor® 488 TFP ester and Alexa Fluor® 594 NHS ester, respectively. The Alexa Fluor® 488 TFP ester (C 39 H 44 F 4 N 4 O 11 S 2 , M W = 884.9 Da) and Alexa Fluor® 594 NHS ester (C 39 H 37 N 3 O 13 S 2 , M W = 819.8 Da) were obtained from Thermo Fisher Scientific (Life Technologies). The Alexa Fluor® 488 TFP ester (5 mg) was dissolved in 0.5 mL of dimethyl sulfoxide. The reactive dye solution (80 μL) was slowly added to the stirring Pf GST tetramer solution (10 mg/ml in PBS). The

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Challenges of ERAU’s First Suborbital Flight Aboard Blue Origin’s New Shepard M7 for the Cell Research Experiment In Microgravity (CRExIM)

temperature environment was more important than having the T-cells in the proper gas mix due to the extreme cold temperatures in Van Horn (–5–0°C). On the L–1 d (December 10, 2017), the team estimated the new mass of the payload to be 441 g (initial mass of NanoLab was 498 g), which was less than that anticipated in previous feasibility studies ( Vela et al., 2017 ). This met the mass requirement of <500 g. NanoRacks provided polycarbonate standoffs placed on the outside of the NanoLab, which is a customer-developed payload package with dimensions of 10.16 cm × 10.16 cm

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Musculoskeletal Outcomes from Chronic High-Speed High-Impact Resistive Exercise

added to the 1.0 kg IET sled. Knee extension was done with a velcro cuff around their distal left shank. As the knee extended ~10–15°, the sled traveled rapidly to the end of the track. As it traveled, the knee flexed back to its initial joint angle. Before the sled reached the end of the track, the next repetition occurred, which accelerated the sled to the track’s opposite end. These high-speed movements were repeated over successive repetitions until subjects were proficient in the exercise. Changes in sled direction created an impact force, which was high due to

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The Research of Acoustic Emission of a Low-Power Aircraft Engine

G and annex 16 Chapter 10 of ICAO Convention” („Pomiar hałasu zewnętrznego samolotów śmigłowych wg przepisów FAR 36 Appendix G oraz Rozdziału 10 Załącznika 16 Konwencji ICAO”), Prace Instytutu Lotnictwa, 221, pp. 109 - 114. [11] www.ulc.gov.pl , access: 05.2018. [12] Cieślak, S., Krzymień, W., 2018: “Drivetrain noise of the Gyroplane I-28” („Hałas układu napędowego wiatrakowca I-28”), Prace Instytutu Lotnictwa, 1(250), pp. 7-15. [13] Dzierżanowski, P., 1981: Reciprocating engines series aviation propulsion systems ( Silniki Tłokowe serii

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Experimental Verification of Numerical Calculations with the Use of Digital Image Correlation

BIBLIOGRAPHY [1] Osmęda, A., 2012, „Strength and construction analysis of aerospace test structure - Internal report (Analiza wytrzymałościowo-konstrukcyjna demonstratora, Raport wewnętrzny),” 05/BU/2012/TEBUK, Institute of Aviation, Warsaw. [2] Osmęda, A., 2016, “Result comparison of numerical analysis and structural tests of aerospace test structure (Porównanie wyników analiz numerycznych i prób wytrzymałościowych demonstratora struktury lotniczej),” Transactions of the Institute of Aviation, Warsaw, No. 244(3). pp. 123-134. [3] Bajurko, P

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Predicting the Duration of Concrete Operations Via Artificial Neural Network and by Focusing on Supply Chain Parameters

methodology for collecting, classifying, and analyzing Canadian construction court cases”, Canadian Journal of Civil Engineering 34, 177-188. [10] Chen, J. H. and Hsu, S. C. (2007), “Hybrid ANN-CBR model for disputed change orders in construction projects”, Automation in Construction 17, 56-64. [11] Cheng, M. Y., Tsai, H. C. and Liu, C. L. (2009) “Artificial intelligence approaches to achieve strategic control over project cash flows”, Automation in Construction 18, 386-393. [12] Cheng, T. M. and Yan, R. Z. (2009

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Random analysis of bearing capacity of square footing using the LAS procedure

References [1] EN 1990:2002. Eurocode: Basis of structural design. CEN, European Committee for Standardization, Brussels. [2] FENTON G.A., GRIFFITHS D.V., Bearing-capacity prediction of spatially random c φ soils, Canadian Geotechnical Journal, 2003, 40(1), 54-65. [3] FENTON G.A., GRIFFITHS D.V., Risk Assessment in Geotechnical Engineering, John Wiley & Sons, New York 2008. [4] FENTON G.A., VANMARCKE E.H., Simulation of random fields via local average subdivision, Journal of Engineering Mechanics

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ON THE INTERPRETATION OF THE NEEDLE PROBE TEST RESULTS: THERMAL CONDUCTIVITY MEASUREMENT OF CLAYEY SOILS

References [1] ABRAMOWITZ M., STEGUN I.A., Handbook of mathematical functions, Dover Publications, Inc., New York 1972. [2] ASTM D5334-05 Standard, Standard Test Method for Determination of Thermal Conductivity of Soil and Soft Rock by Thermal Needle Probe Procedure, 2005. [3] CARSLAW H.S., JAEGER J.C., Conduction of heat in solids, Second edition, Oxford, Clarendon Press, 1959. [4] DE VRIES D.A., Heat transfer in soils, [in:] Heat and Mass Transfer in the Biosphere, I. Transfer Processes in

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Stress states caused in chamber of reinforced concrete grain silo by non-centric emptying on large eccentricities

reference factor, C op 0.5 a) Load combination I – symmetrical horizontal pressure and surface friction in connection with combination of randomly applied local loads on each silo ring respectively ( Fig. 5a) , Figure 5 Values of components of bulk solid pressure on the wall of the silo with diameter d c =10 m and height H =25 m during emptying on large eccentricities e 0(2) = 0 . 375 d c : a) Combination I; b) Combination II. b) Load combination II – non-symmetrical pressure on the chamber perimeter, taking into account the

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