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Online since: June 2019
Authors: Xiao Fang He, Xin Xin Cao, Yu Feng Bai, Ming Lu Xu, Guo Hui Cai
In Fig. 3, a comparison between thermogravimetric analysis data (air) obtained for pure polymer and composites has been reported.
This weak bonding will not allow transferring stress efficiently leading to reduction in strength.
Online since: January 2019
Authors: Zdenko Tkáč, Anton Panda, Ján Kmec, Milena Kušnerová, Marta Harničárová, Jan Valíček, Zuzana Palková, Ondrej Lukáč
Better thermal insulation properties, which are achieved, among others, by increasing the air content in concrete mixtures (i.e. by increasing the porosity of the material, in particular under the condition of a relative reduction of material-thermal parameters and strength) are the desired properties of innovative types of light-weight concrete.
GUM: Evaluation of measurement data--Guide to the expression of uncertainty in measurement, Paris: BIPM.
Online since: May 2019
Authors: Viktoria Alekseevna Semenyutina, Igor Yuryevich Podkovyrov, Galina Vladimirovna Podkovyrova, Alexandra Viktorovna Semenyutina
From the above data it follows that almost equivalent mobility of the mixture (5-6cm) is achieved at V/C 0.7-0.65 (composition 2), since the ratio of the binder to the filler is 1:2 and 1:3.
For all tests, the abrasion index is the reduction in the weight of the sample.
Online since: June 2014
Authors: Dmitriy Nikolaevich Zontikov, Roman Sergeev, Alex Shurgin, Svetlana Zontikova, M. Sirotina
29 0 - 0 - 20 - 35 0 - 0 - 20 - 10 minutes 27 5,3±0,1 10,8 4,0±0,2 25,0 10,7±0,3 14,3 29 3,3±0,1 17,3 5,3±0,3 21,7 11,3±0,3 13,5 35 5,0±0,2 20,0 1,3±0,3 86,6 13,7±0,5 15,2 15 minutes 27 4,3±0,1 13,3 5,7±0,3 27,0 10,0±0,2 10,0 29 3,0±0 0 7,3±0,1 7,9 9,7±0,1 6,0 35 3,3±0,1 17,3 9,0±0,2 11,1 7,7±0,1 7,5 20 minutes 27 2,3±0,1 24,7 12,0±0,4 16,7 5,7±0,3 27,0 29 0,7±0,1 86,6 13,7±0,3 11,2 5,7±0,3 20,4 35 2,7±0,1 21,7 13,3±0,3 11,5 4,0±0,2 25,0 Shoots from the rootstock 5 minutes 27 1,7±0,3 91,6 1,7±0,1 34,6 16,7±0,5 11,8 29 0,7±0,1 86,6 1,7±0,1 34,6 17,7±0,3 17,5 35 1,0±0 0 1,7±0,3 91,7 17,3±0,3 8,8 10 minutes 27 9,7±0,1 6,0 3,7±0,1 15,7 6,3±0,1 9,1 29 8,7±0,1 6,7 4,3±0,1 13,3 6,7±0,1 8,7 35 7,0±0,2 14,3 4,0±0,2 25,0 9,0±0 0 15 minutes 27 6,3±0,1 9,1 8,0±0,2 12,5 5,3±0,1 10,8 29 5,7±0,1 10,1 7,7±0,1 7,5 6,3±0,1 9,1 35 5,3±0,1 10,8 7,3±0,1 7,9 7,7±0,1 7,5 20 minutes 27 2,0±0,2 50,0 14,7±0,1 3,9 3,3±0,1 17,3 29 1,0±0,0 0 15,3±0,1 3,7 2,7±0,1 21,7 35 1,3±0,1 43,3 15,7±0,1 3,7 1,7±0,1 34,6 The data
At the same time, increase the exposure in the range from 10 to 20 minutes leads to a reduction in the total amount of sterile explant morphogenic dying off due to not only the pathogenic microorganisms but the cells themselves, and plant tissue cells.
Online since: August 2014
Authors: Chang Bin Wei, Liang Yong Zheng, Hai Yang Ma, Hao Wu, Li Qing Du
Among these, soil volume to weight was used an “S” type reduction function (Equation 1) and other soil factors was used an “S” type rise function (Equation 2).
Data analysis Employing single-factor ANOVA, we analyzed whether different land use modes had a significant effect (α= 0.05) on soil quality.
Online since: August 2019
Authors: Marco Corradi, Romina Sisti, Antonio Borri
Structural engineers could use the data reported in this abacus for their calculations, avoiding any type of on-site investigation to assess the mechanical characteristics of the masonry material of the building under their analysis and consideration.
Figure 2 shows the panels’ response under lateral loading in terms of angular strain at Building B: it can be clearly noted that the combined reinforcement produced an high increment of both the lateral load capacity and shear stiffness, and a reduction of the deformation capacity. .
Online since: March 2016
Authors: Xiao Yang Guo, Xiao Wei Cheng, Hong Juan Ou, Tao Gu, Zao Yuan Li, Hong Hua Liu
Data survey shows that the filter-cake without cementation ability leads to the poor cementing quality of second interface cementation, which is the main reason for the annular channeling flow [8-10].
(4) The SCW added contamination reduction agent can improve the rheological properties and strength of cement slurry by emulsifying and forming a thin film on the surface of the cement.
Online since: July 2021
Authors: Oksana Korobko, Yuryi Zakorchemny, Valeriy M. Vyrovoy, Nadiia Antoniuk
These characteristics, as a rule, are sufficient in the form of initial data necessary for the design of a wide range of building structures.
No reduction of design features to its properties of components is determined not only a significant set of structural elements of different properties and purpose, but also the level of interaction between the structural elements and their groups.
Online since: September 2014
Authors: Cristina Gentilini, Francesca Praticò, Martino Colonna, Francesco Ubertini
The complexity of retrofitting interventions is mainly due: (i) to the lack of a comprehensive knowledge of the entire fabric, including geometrical data, construction phases, characterization of material properties and structural behavior and (ii) to the difficulties to operate in compliance with the protected monuments.
Process that leads to the decrease of material compactness, with consequent reduction of material into fragments, without chemical processes necessarily being involved [7].
Online since: May 2024
Authors: Ermias A. Tamir, Gashaye L. Hailu, Tefera Terefe
The simulation results show that FSMC has superior performance over SMC for the measuring criterions of settling time, percentage overshoot and chattering reduction.
You, Efficient Greenhouse temperature control with data-driven robust model predictive, In 2020 American Control Conference (ACC). (2020) 1986-1991
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