نتایج جستجو برای: shear failure

تعداد نتایج: 439684  

Journal: :American journal of physiology. Heart and circulatory physiology 2000
D Sun A Huang G Zhao R Bernstein P Forfia X Xu A Koller G Kaley T H Hintze

Our previous studies have suggested that there is reduced nitric oxide (NO) production in canine coronary blood vessels after the development of pacing-induced heart failure. The goal of these studies was to determine whether flow-induced NO-mediated dilation is altered in coronary arterioles during the development of heart failure. Subepicardial coronary arterioles (basal diameter 80 microm) w...

Journal: :dental research journal 0
farideh bahrani amir ali reza khaledi

background: debonding of denture teeth from denture bases is the most common failure in removable dentures. the purpose of this study was to evaluate the effect of surface treatments on shear bond strength of denture teeth to heat-polymerized and autopolymerized denture base resins. materials and methods: in this experimental in vitro study, 60 maxillary central incisor acrylic teeth were divid...

2015
Dian-Qing Li Lei Zhang Xiao-Song Tang Wei Zhou Jin-Hui Li Chuang-Bing Zhou Kok-Kwang Phoon

The objective of this paper is to investigate the effect of copulas for constructing the bivariate distribution of shear strength parameters on system reliability of geotechnical structures. First, the bivariate distribution of shear strength parameters is constructed using copulas. Second, the implementation procedure of system reliability analysis using direct Monte Carlo simulation (MCS) is ...

2008
S. M. Sane C. S. Desai J. W. Jenson D. N. Contractor A. E. Carlson P. U. Clark

The Disturbed State Concept (DSC) provides a general approach for constitutive modeling of deforming materials. Here, we briefly explain the DSC and present the results of laboratory tests on two regionally significant North American tills, along with the results of a numerical simulation to predict the behavior of one of the tills in an idealized physical system. Laboratory shear tests showed ...

Journal: :international journal of civil engineering 0
m. jahanandish dept. of civil eng., shiraz university, shiraz, iran m. veiskarami dept. of civil eng., shiraz university, shiraz, iran a. ghahramani dept. of civil eng., shiraz university, shiraz, iran

foundations behavior is affected by soil behavior which can vary from dilative to contractive depending on the stress level, particularly in dense frictional soils. the zero extension lines (zel) method has been generally developed to predict the foundations behavior. knowledge of soil behavior enables the zel method to predict the general and local shear failure modes. in this paper, a relativ...

2016
Kai Su Yin Li Dan Cheng

Strength reduction finite element method (SRFEM) has been widely used to analyze the slope stability. Strength Reduction Factor (SRF) is yielded as the slope Factor Of Safety (FOS) when a running-though shear failure zone comes into being, in which the Plastic Element EQuivalent strain (PEEQ) is employed as the judgment of shear failure initiation in this paper. Moreover, the filed variable is ...

2017
Caiqi Zhao Weidong Zheng Jun Ma Yangjian Zhao

This study investigates the shear capacity of aluminum alloy honeycomb sandwich plates connected by high-strength, ordinary, or self-tapping bolts. For that purpose, experimental tests and finite elements are carried out. The failure of a high-strength bolt connector is driven by bending deformations developed in the bolt that deform connection plate and pad openings. In the case of ordinary bo...

2015
Kenji Kaneko Massimo Innocenti

This paper reports on an experimental and analytical investigation conducted into efficacy of the scraping shear-test method in estimating the shearing adhesive strength of a thermally sprayed coating. It was found that the critical average shear stress, the apparent failure strength of WC-Co thermal spray coating, depends on both the dimensions of the test piece and the loading position around...

2001
Zdenek P. Bazant

The classical truss model (or strut-and-tie model) for shear failure of reinforced concrete beams is modified to describe fracture phenomena during failure. The failure is assumed to be caused by propagation of a compression fracture across the concrete strut during the portion of the loading history in which the maximum load is reached. The compression fracture may consist of a band of splitti...

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