Environmental relative humidity affects Schirmer tear test results in normal dogs

2020 ◽  
Vol 23 (5) ◽  
pp. 923-926
Author(s):  
Angela Yoon ◽  
Chin‐Chi Liu ◽  
Renee T. Carter ◽  
Andrew C. Lewin
2008 ◽  
Vol 128 (2) ◽  
pp. 378-388 ◽  
Author(s):  
Joke A. Bouwstra ◽  
H. Wouter W. Groenink ◽  
Joop A. Kempenaar ◽  
Stefan G. Romeijn ◽  
Maria Ponec

Cellulose ◽  
2020 ◽  
Vol 27 (17) ◽  
pp. 10303-10312
Author(s):  
R. Maldzius ◽  
T. Lozovski ◽  
J. Sidaravicius ◽  
K. Backfolk ◽  
I. Heiskanen

2018 ◽  
Vol 2018 ◽  
pp. 1-12 ◽  
Author(s):  
Pengfei Li ◽  
Shiqin He

The influences of variable humidity on the creep behaviors of concrete and the long-term deflections of RC beams are analyzed in this paper. A total of 6 prismatic specimens and 5 RC beams were subjected to sustained loads and 3 types of variable humidity conditions for 331 days. The creep strains of the prismatic specimens and the deflections of the RC beams were recorded to investigate the long-term deformation characteristics. The test results reveal that both the creep strain and the deflection of specimens under cyclic humidity conditions exhibit approximately linear tendencies that are obviously less than those of specimens exposed only to natural air. During certain wetting cycles, the deformation rate became slower and the creep strain even recovered with an increase in the humidity, especially for shorter wetting-drying cycles. Long-term deflections predicted using the CEB-FIP 90 and ACI 209R models were compared with the test results to evaluate the versatility of these current specifications. The findings included rather large errors between the predicted results and experimental data when the average relative humidity was adopted in the analytical models.


2019 ◽  
Vol 79 (3) ◽  
pp. 1399-1411 ◽  
Author(s):  
C. C. Garcia-Fernandez ◽  
M. I. Alvarez-Fernandez ◽  
R. Cardoso ◽  
C. Gonzalez-Nicieza

Tribologia ◽  
2021 ◽  
Vol 297 (3) ◽  
pp. 9-18
Author(s):  
Tomasz Desaniuk ◽  
Dominika Soboń ◽  
Wojciech Jurczak

The study aimed to compare the effect of humidity on the operation of tribological systems. The tested friction and wear are external properties; therefore, their values may differ significantly depending on the operating parameters of the friction junction and environmental conditions. Tribological tests were carried out on a TRB3 tribometer in a dry sliding mode at a relative humidity of 50% ± 5% and 90% ± 5% in the ball-on-disc configuration with a load of 15 N. The friction junction consisted of a sample made of 100Cr6 steel, and three counter-samples were made of 100Cr6, SiC, and Al2O3 steel. The geometric structure of the surface was examined with an optical profiler. The tribological test results showed reduced linear wear and friction coefficient at a relative humidity of 90% ± 5% compare to its 50% ± 5%. The paper also presents the results for the sound recorded in the 16-bit linear PCM standard and analysed in a Spectra-Plus program.


2010 ◽  
Vol 163-167 ◽  
pp. 1409-1413 ◽  
Author(s):  
Ji Kai Zhou ◽  
Xu Dong Chen ◽  
Jian Zhang ◽  
Xiao Wei Kan

The internal relative humidity (RH) and humidity gradients in concrete at early ages have a significant influence upon the properties of concrete, where exists a great discrepancy among the test results under different methods. By comparing and analyzing the traditional measuring methods of the RH in concrete, a new measuring method will be developed in this study, which could measure the internal RH in cement-based materials accurately, conveniently and digitally. The changing laws of the internal RH in concrete at early ages were discussed. The results indicate that the measuring results under the new developed system was more accurate than that by the predrilled hole method, while the external environment does not have any effect on the measured results obtained by using the new measurement system. What’s more, the results achieved by the new developed system approached the real RH in concrete very quickly; the RH near the surface of the specimen decreased quickly, while the RH in the center of the specimen decreased slowly, the moisture contents unevenly distributed through the various height of the specimen. Hence, there exists an obvious humidity gradient in concrete.


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