Authors: R. Baalagi, H. Sindhura, M. Keerthi, Golda Dilip
Abstract: Many new strategies for storing data across different clouds have lately been proposed. Because a single point of attack can’t leak all the information, distributing data among multiple cloud storage providers (CSP) automatically gives users some control over information leaking. However, if data chunks are dispersed in an unstructured way over different clouds, there will be a lot of information leakage. To prevent data loss due to hacking or server failure, the data is uploaded to different servers. To access owners' data, secure files, and prevent data leakage, we employ advanced techniques such as Advanced Encryption Standard (AES) and Fully Homomorphic Encryption (FHE).
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Authors: Woo Tai Jung, Moon Seoung Keum, Jae Yoon Kang, Jong Sup Park
Abstract: Despite of their outstanding axial strength, CFRP tendons necessitate special anchorage due to their low lateral shear strength. In order to cope with such CFRP tendon, the conventional bond type anchor needs to be improved. The results of bond tests executed on 10-mm diameter CFRP tendons coated with sand and oxide revealed that, even if the average bond strength increases by 3 times compared to the non-coated bare tendon, the coated CFRP tendon still requires excessively long anchored length for bonding. Therefore, this study applies a method enabling to shorten the bonded length and improving further the bond performance compared to sand or oxide coating. The improvement of the bond characteristics is achieved by splitting the ends of the CFRP tendon so as to widen the bonded area by 3.5 times. The test results showed that the anchor performance of the CFRP tendon reaches 95% of its tensile strength making it applicable for the bond type anchor.
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Authors: Xing Hu, Chuan Shan Zhao, Hui Rong Yang, Wen Jia Han
Abstract: This paper mainly discuss the effect of beating on OCC pulp fiber morphology and paper physical Strength. After the treatment with PFI, the beating degree were ranged from 25 ° SR rises from 56 °SR, the fiber morphologies were greatly changed, and appeared splitting and brooming. Physical results showed that beating can improve strength properties of OCC pulp in the proper degree, 46°SR was the best result in this study.
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Authors: Su Na Jiang, Yu Xiao Zhou, Dun Wen Song, Jian Hong Hao, Hong Bin, Zhao Lei Qin
Abstract: In this paper, an oscillation center fast positioning method and the criterion that determines whether a system is out-of-step are combined together to put forward a compound oscillation center positioning and splitting criterion with predicting function. Simulation of a classical numerical example of four-machine system in two regions and an actual example of central China-north China power grid proves that this method can pre-locate lines where oscillation center lies after out-of-step operation of the system when the system is oscillating intensely but still keeps synchronized.
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Abstract: In this paper, we investigate the structure of k-circulant matrices, and then present some new properties of k-circulant matrices.
30
Authors: Li Ping Wang, Yi Guo, Gang Fu, Jiang Hui Dong
Abstract: In order to meet the requirement of splitting wood to take out the pests in the plant protection research work, the splitting and taking pest machine is designed, which working mode is based on spiral transmission. According to the wear condition, the main structure parameters of the spiral transmission device for splitting were determined. Furthermore, the strength of the dangerous section of screw rod, the strength of nuts' teeth, the self-lock of spiral pair and the stability of screw rod were checked. The virtual prototype of splitting and taking pest machine is made by using SolidWorks software, the motion simulation results show that no interference among the various parts. The test results of the prototype indicate that the machine can meet the job requirement to split wood and take out the pests. In addition, the machine has many features, such as simple structure, working smoothly and low vibration.
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Authors: Hong Zhou Zhang, Ying Ying Wei, Yi Chu Yuan, Hong Yu Jiang
Abstract: There are lots of defects in the drilling process of CFRP, such as splitting, etc, which may affect the assembly quality of the composite materials. Through the analysis of the drilling mechanism of CFRP, and with the help of the correlation experiments of drilling tools, the effects of machining parameters and machining tools on hole quality are studied, the optimal selection method of the drilling tools for CFRP and the selection principle of technical parameters under different machining conditions are also discussed. And the tools geometry affects the hole-machining quality of CFRP materials directly, which should be chosen in accordance with the hole-machining method.
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Authors: John Joseph Jonas
Abstract: The factors affecting pipeline fractures are reviewed briefly, with particular emphasis on the influence of the {100} texture component. The deformation texture components introduced by rolling in the austenite temperature range are introduced, together with the component changes associated with recrystallization. The effect of the γ-to-α phase transformation on the austenite deformation and recrystallization texture components is described. The changes to the texture brought about by rolling in the ferrite (or in the intercritical) phase field are also outlined. The controlled rolling parameters that promote minimization of the texture intensity of the deleterious {100} component are summarized.
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Authors: Bhavna Sharma, Kent A. Harries
Abstract: Standardization, and thereby acceptance of any construction material requires years of testing and analysis. For structural bamboo, prototype model standards, in the form of the International Organization for Standardization (ISO) documents on bamboo design, testing and construction are available. While these provide useful guidelines, an important and often overlooked consideration in developing test methods is that these must be usable and reliably repeatable in the environment in which they are most expected likely to be used. The present work investigates the potential for adopting the relatively simple-to-conduct edge bearing test as an indirect means of obtaining the critical, although otherwise difficult-to-obtain transverse material properties. Expanding previous studies on transverse material properties, the research explores the effect of through-culm-wall fiber gradation on the edge bearing, or diametric compression, strength of full-culm bamboo. The test method utilizes a full culm section cut into two or three concentric annular sections. Tests results for each ring provide a measure of through thickness transverse properties. The objective of this work is the development of practical test methods for field assessment of bamboo material properties.
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Authors: Wen Bin Sun, Wei Zhong He, Yang Jiang
Abstract: For the analysis and design of RC structures, there is a fundamental assumption that the strain in an embedded reinforcing bar is the same as that in the surrounding concrete. Therefore, bond forces must be developed on the interface between concrete and steel, such as to prevent significant slip from occurring at the interface. An end anchorage may be considered reliable if the bar is embedded in to concrete a prescribed distance known as the development length of the bar. If in the beam the actual extended length of a bar is equal to or greater than this required development length, no premature bond failure will occur. Research has indicated that the development length was influenced by tensile strength of concrete, surface and diameter of bar, cover distance, bar spacing, transverse reinforcement, and other factors. Current design methods in different countries’ Codes, attentions are directed toward providing adequate length of embedment, which will ensure development of the full strength of the bar.
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