نتایج جستجو برای: vertical stresses

تعداد نتایج: 133606  

2003
Gareth S. Collins H. Jay Melosh

Sturzstroms are a rare category of rock avalanche that travel vast horizontal distances with only a comparatively small vertical drop in height. Their extraordinary mobility appears to be a consequence of sustained fluid-like behavior during motion, which persists even for driving stresses well below those normally associated with granular flows. One mechanism that may explain this temporary in...

2009
T. Abreu F. Sancho P. Silva

As waves travel and shoal towards a beach, their surface elevation becomes peaky (sharp crests) and asymmetric relative to the vertical. Within a wave period, the corresponding orbital velocity near the bottom shows a similar (time) variation and it is recognized that these nonlinearities are responsible for sediment transport. The resulting wave-induced bottom shear stresses are required for m...

2012
Mahmood Reza Rahimi Hajir Karimi

Downward turbulent bubbly flows in pipes were modeled using computational fluid dynamics tools. The Hydrodynamics, phase distribution and turbulent structure of twophase air-water flow in a 57.15 mm diameter and 3.06 m length vertical pipe was modeled by using the 3-D Eulerian-Eulerian multiphase flow approach. Void fraction, liquid velocity and turbulent fluctuations profiles were calculated a...

Journal: :Langmuir : the ACS journal of surfaces and colloids 2007
G Gauthier V Lazarus L Pauchard

The propagation of fractures during the drying of a colloidal silica suspension confined in a vertical microtube is investigated. During the drying process, the particle concentration increases until gel formation. In the gelled region, the tensile stresses increase and lead to the formation of two vertical perpendicular cracks propagating in the drying direction, dividing the tube into four eq...

1998
GABRIEL G. KATUL CHRIS D. GERON CHENG-I HSIEH BRANI VIDAKOVIC ALEX B. GUENTHER

Turbulent velocity, temperature, water vapor concentration, and other scalars were measured at the canopy– atmosphere interface of a 13–14-m-tall uniform pine forest and a 33-m-tall nonuniform hardwood forest. These measurements were used to investigate whether the mixing layer (ML) analogy of Raupach et al. predicts eddy sizes and flow characteristics responsible for much of the turbulent stre...

Journal: :Dental materials : official publication of the Academy of Dental Materials 2004
Pietro Ausiello Sandro Rengo Carel L Davidson David C Watts

OBJECTIVES The purpose of this study was to investigate the effect of differences in the resin-cement elastic modulus on stress-transmission to ceramic or resin-based composite inlay-restored Class II MOD cavities during vertical occlusal loading. METHODS Three finite-element (FE) models of Class II MOD cavity restorations in an upper premolar were produced. Model A represented a glass-cerami...

Journal: :journal of dental research, dental clinics, dental prospects 0
katayoun sadr faculty of dentistry, tabriz university of medical sciences jahangir alipour fateme heidary

background and aims. there are many edentulous people with severely resorbed residual ridges and non-resilient lining mucosa that are unable to tolerate occlusal forces during functional and parafunctional movements. lining the tissue surface of dentures with a flexible material can theoretically distribute and absorb forces with cushioning effect. the aim of this study was to evaluate the effe...

M. Izadi-Nia and M. T. Ahmadi,

Arch dams are generally built in cantilvever monoliths. Vertical contraction joints between monoliths control the stresses due to concrete shrinkage and temperature variations. Past studies in earthquake safety evaluation of the system often show the tensile fracture and local nonlinear deformation of joints. In this paper, some nonlinear joint element constitutive models are presented to exami...

Journal: :Applied sciences 2023

This paper presents experimental and numerical studies of the vertical stress distribution beneath centerline circular footings resting on sand. Vertical values due to load in medium-dense sand were measured using soil transducers. Reduced-scale laboratory model tests carried out a square-shaped test box, stresses at footing different depths In order determine effect width distribution, experim...

M. Izadi-Nia and M. T. Ahmadi,

Arch dams are generally built in cantilvever monoliths. Vertical contraction joints between monoliths control the stresses due to concrete shrinkage and temperature variations. Past studies in earthquake safety evaluation of the system often show the tensile fracture and local nonlinear deformation of joints. In this paper, some nonlinear joint element constitutive models are presented to exami...

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