Results 31 to 40 of about 6,839,304 (348)

Research on Shear Behavior of Sand–Structure Interface Based on Monotonic and Cyclic Tests

Applied Sciences, 2021
In order to study the shear behavior of the interface between sand and structure, a series of shear tests were carried out using an HJ-1 ring shear apparatus (Nanjing, China).
Pei Zhang, Shijia Ding, Kang Fei
doaj   +1 more source

Behavior of Tilted Angle Shear Connectors

PLOS ONE, 2015
According to recent researches, angle shear connectors are appropriate to transfer longitudinal shear forces across the steel-concrete interface. Angle steel profile has been used in different positions as L-shaped or C-shaped shear connectors. The application of angle shear connectors in tilted positions is of interest in this study.
Khorramian, Koosha, Maleki, Shervin, Shariati, Mahdi, Ramli Sulong, N. H.   +3 more
openaire   +5 more sources

Shear strength behavior of human trabecular bone [PDF]

Journal of Biomechanics, 2012
The shear strength of human trabecular bone may influence overall bone strength under fall loading conditions and failure at bone-implant interfaces. Here, we sought to compare shear and compressive yield strengths of human trabecular bone and elucidate the underlying failure mechanisms.
Arnav, Sanyal, Atul, Gupta, Harun H, Bayraktar, Ronald Y, Kwon, Tony M, Keaveny   +4 more
openaire   +2 more sources

Effect of Loading Conditions on the Shear Behaviors of Rock-like Materials Containing Circular Holes, with the CZM Method

Applied Sciences, 2022
The mechanical behaviors of rock masses are significantly affected by the distribution and shape of the holes in it. In this research, the fracture mechanism and the shear properties of rock masses containing holes were investigated by the cohesive zone ...
Yinge Zhu, Huiyuan Chen, Anqi Li, Yue Wu, Xiaoli Zhang   +4 more
doaj   +1 more source

Shear Effects in Non-Homogeneous Turbulence [PDF]

, 2000
Motivated by recent experimental and numerical results, a simple unifying picture of intermittency in turbulent shear flows is suggested. Integral Structure Functions (ISF), taking into account explicitly the shear intensity, are introduced on ...
A. N. Kolmogorov, A. N. Kolmogorov, A. N. Kolmogorov, A. N. Kolmogorov, E. Gaudin, F. Chillá, F. Toschi, H. Schlichting, H. Tennekes, J. Smagorinski, M. Onorato, O. J. Hinze, R. Benzi, R. Benzi, U. Frisch   +14 more
core   +6 more sources

Experimental and Numerical Assessment of Flexural and Shear Behavior of Precast Prestressed Deep Hollow-Core Slabs

International Journal of Concrete Structures and Materials, 2020
The paper presents the results of flexural and shear tests up to failure on full-scale hollow-core slabs (HCS) having a depth of 500 mm. A detailed non-linear 2D finite element model is also developed to predict the stress distribution and crack pattern ...
E. Michelini, P. Bernardi, R. Cerioni, B. Belletti   +3 more
semanticscholar   +1 more source

Shear thickening in densely packed suspensions of spheres and rods confined to few layers [PDF]

, 2010
We investigate confined shear thickening suspensions for which the sample thickness is comparable to the particle dimensions. Rheometry measurements are presented for densely packed suspensions of spheres and rods with aspect ratios 6 and 9.
Benjamin W. Maynor, Brown E., Douglas E. Betts, Eric Brown, Hanjun Zhang, Heinrich M. Jaeger, Joseph M. DeSimone, Nicole A. Forman   +7 more
core   +3 more sources

Experimental and Numerical Investigation of Shear Behavior of RC Beams Strengthened by Ultra-High Performance Concrete

International Journal of Concrete Structures and Materials, 2019
This paper presents a study on the shear behavior of reinforced concrete (RC) beams strengthened by jacketing the surfaces of the beams using ultra-high performance fiber reinforced concrete (UHPC).
Ashraf A. Bahraq, Mohammed Al-Osta, Shamsad Ahmad, M. M. Al-Zahrani, S. Al-Dulaijan, M. Rahman   +5 more
semanticscholar   +1 more source

Behavior of Ferrocement Reinforced Concrete Beams Incorporating Waste Glass Exposed to Fire

Eng
This study is an experiment that looks at what happens when 18 supported reinforced concrete beams with waste glass inside them are put on fire. All the supported beams were tested under a three-point load. We classified the beams into three groups based
Samir M. Chassib, Haider H. Haider, Faten I. Mussa, Sa’ad Fahad Resan, Ryad Tuma Hazem, Moa’al Ala A, Fatima Shaker Hamad, Noor Mohammed Hussein   +7 more
doaj   +1 more source

Behavior of granular materials under cyclic shear [PDF]

Physical Review E, 2005
The design and development of a parallel plate shear cell for the study of large scale shear flows in granular materials is presented. The parallel plate geometry allows for shear studies without the effects of curvature found in the more common Couette experiments.
openaire   +3 more sources