نتایج جستجو برای: void ratio

تعداد نتایج: 511231  

Journal: :Journal of Constructional Steel Research 2021

This paper describes the experimental and numerical study on axial compressive behaviour of circular-in-circular concrete-filled double-skin steel tube (CFDST) stub columns with large void ratio. Nine specimens various ratio (Rv), diameter-to-thickness outer (Do/to) strength concrete (fcu) were tested under compression. The failure patterns, load versus displacement (strain) relationship, ultim...

2012
Brendan C. O'Kelly Patrick J. Naughton

A hollow cylinder apparatus was used to study some engineering properties of hollow cylindrical sand specimens prepared using the wet-pluviation technique. The refined specimen preparation method displayed good repeatability. Wet pluviation produced inherently cross-anisotropic specimens, with the level of initial anisotropy reducing with decreasing initial void ratio. The variation in the init...

Journal: :Soft matter 2014
Shelby B Hutchens Alfred J Crosby

Motivated by a recently developed technique for measuring soft materials properties at the tip of an embedded needle [Zimberlin, et al., Soft Matter, 2007, 3, 763], the mechanics of elasticity- and surface tension-governed void growth within a neo-Hookean material is explored. Previous efforts to describe this technique relied on a hybrid spherical void/spherical cap approximation, thus assumin...

2006
H. P. Feng M. Y. Cheng Y. L. Wang S. C. Chang Y. Y. Wang C. C. Wan

This study observes that copper (Cu) films deposited by high current densities or in an aged electrolyte easily generate void defects after chemical mechanical polishing (CMP). The (111)/(200) ratio and the impurity amount of an electroplated Cu film are found to have strong correlation with the formation of void defects. Furthermore, pulse-reverse waveform plating following direct current plat...

2016
Charles R. White

This report describes the static and dynamic loading of a 12-inch-wide by 18-inch-deep by 6-foot-long rigid footing, representing the strip footing of a subsurface shelter. Boundary conditions simulated those of a torsionally restrained footing of a flexible arch structure with simulated overburden of 20 feet at one side of the footing. Saturated and partially saturated sand was the test soil. ...

2002
Masanori Iizuka Makoto Sakuta Yoshiyuki Nishino Iwao Sasase

We propose a scheduling algorithm minimizing voids generated by arriving bursts in optical burst switched WDM network. In the proposed scheduling algorithm, when the burst which has arrived at optical core router at a certain time can be transmitted in some data channels by using the unused data channel capacity(it is called void), our proposed scheduling algorithm selects the data channel in w...

Journal: :international journal of civil engineering 0
a. asakereh vali-asr st., mirdamad intersection, tehran s.n. moghaddas tafreshi vali-asr st., mirdamad intersection, tehran m. ghazavi vali-asr st., mirdamad intersection, tehran

this paper describes a series of laboratory model tests on strip footings supported on unreinforced and geogrid-reinforced sand with an inside void. the footing is subjected to a combination of static and cyclic loading. the influence of various parameters including the embedment depth of the void, the number of reinforcement layers, and the amplitude of cyclic load were studied. the results sh...

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