The purpose of this study was to propose a novel evaluation index for the effects of shear stress level and exposure time on hepatocyte damage. Suspensions of rat hepatocytes (0.5 mL) were subjected to shear stress from 1.2 to 3.1 Pa for 10 min (n = 3) using a rheoscope. We counted living and dead cells in photographs taken at 1-min intervals using a digital camera attached to the microscope. Living and dead cells were distinguished using a Trypan blue exclusion test. Under each level of shear stress, at each 1-min time interval, we measured the viability [living-cell number (t)/countable cell number (t)] and the ratio of living cells [RLC: living-cell number (t)/countable cell number in the initial condition]. The effects of shear stress and exposure time on viability and RLC were assessed by multiple regression analysis. As expected, we observed an increase in the number of dead cells and little change in the number of living cells when shear stress was increased. The coefficient of determination (R (2)) to predict the effectiveness of viability and RLC indicated a low to moderate correlation. Viability correlated with shear stress and exposure time (p < 0.001); however, RLC only correlated with exposure time of shear stress (p < 0.001). In this test condition, viability was strongly related not to living-cell damage but to dead-cell damage. Therefore, we propose RLC as a novel and effective index for investigating the effect of shear stress on living hepatocytes.
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http://dx.doi.org/10.1007/s10047-015-0834-0 | DOI Listing |
Materials (Basel)
January 2025
School of Engineering, Mackenzie Presbyterian University, São Paulo 01302-907, Brazil.
Ceramic detachments in cladding systems are indicative of adhesion loss between the ceramic tiles and the substrate or its adhesive mortar due to inadequate quality workmanship, the quality of the adhesive mortar or that of the ceramic material, whether acting simultaneously or not. The shear stresses resulting from the ceramic tiles' expansion due to humidity accelerate this process. There is a shortage of studies on the quality of ceramic tiles and adhesive mortars.
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January 2025
Department of Architecture and Civil Engineering, City University of Hong Kong, Hong Kong.
This paper investigates the effects of particle morphology (PM) and particle size distribution (PSD) on the micro-macro mechanical behaviours of granular soils through a novel X-ray micro-computed tomography (μCT)-based discrete element method (DEM) technique. This technique contains the grain-scale property extraction by the X-ray μCT, DEM parameter calibration by the one-to-one mapping technique, and the massive derivative DEM simulations. In total, 25 DEM samples were generated with a consideration of six PSDs and four PMs.
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January 2025
School of Materials and Chemistry, University of Shanghai for Science and Technology, Shanghai 200082, China.
Triply periodic minimal surfaces (TPMSs) are known for their smooth, fully interconnected, and naturally porous characteristics, offering a superior alternative to traditional porous structures. These structures often suffer from stress concentration and a lack of adjustability. Using laser powder bed fusion (LPBF), we have fabricated Inconel 625 sheet-based TPMS lattice structures with four distinct topologies: Primitive, IWP, Diamond, and Gyroid.
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January 2025
College of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China.
Effective recycling and utilization of waste glass is a critical issue that urgently needs to be addressed. This study aims to explore the feasibility of using ground waste glass powder (particle size ≤ 75 μm) as a supplementary cementitious material to partially replace cement in the preparation of low-carbon and environmentally friendly grouting materials. The research systematically evaluates the impact of waste glass powder (WGP) on the fresh properties (particularly the stability and rheological characteristics) of cement-based grouting materials under various conditions, including WGP content (0-40%), the addition of NaOH activator (NaO content of 4%) or not, and water-solid ratio (/ 0.
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January 2025
Engineering Research Centre of Diagnosis Technology of Hydro-Construction, Chongqing Jiaotong University, Chongqing 400074, China.
Alkali-silica reaction (ASR) is an important factor that seriously affects the durability of reinforced concrete (RC) structures. The current research on alkali-aggregate mainly focuses on the deterioration mechanism of materials and the mechanical properties of standard specimens. However, there is a gap in the field of research on the effect of alkali-aggregate damage on the level of RC structures.
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