Results 31 to 40 of about 21,751 (161)
Analysis of fracture processes in reinforced concrete beams without stirrups
The analysis of fracture processes which led to shear failure in reinforced concrete beams without transverse reinforcement was performed on the basis of test results from the author’s own experimental investigation and numerical simulations.
Marta Słowik
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Transient conduit permeability controlled by a shift between compactant shear and dilatant rupture at Unzen volcano (Japan) [PDF]
The permeability of magma in volcanic conduits controls the fluid flow and pore pressure development that regulates gas emissions and the style of volcanic eruptions.
Y. Lavallée +17 more
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This paper presents the results of an experimental study on the mechanical behaviors of steel‒concrete composite decks with different shear span-to-depth ratios. Herein, four composite decks categorized into two types with shear span-to-depth ratios of 2.
Sayan Sirimontree +7 more
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Seismic axial collapse of short shear span RC shear walls above transfer structure
A special class of short shear span RC shear wall exists in the form of a sub-structure at the base of slender walls in tall buildings, was found common in the low-to-moderate seismicity region. These non-seismically designed short shear span RC walls are highly stressed in axial load under gravity and lateral actions, and have limited deformability ...
D T W Looi, R K L Su
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This study aimed to investigate the shear performance of reinforced concrete corbels and to evaluate the accuracy and safety of the Chinese code GB 50010-2010’s triangular truss model and the American code ACI 318-19’s strut-and-tie model under various ...
Yuan Huang, Leilei Peng, Hanlin Wei
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Localized shear and distributed strain accumulation as competing shear accommodation mechanisms in crustal shear zones: constraining their dictating factors [PDF]
Understanding the underlying mechanisms of strain localization in the Earth’s lithosphere is crucial for explaining the mechanics of tectonic plate boundaries and various failure-assisted geophysical phenomena, such as earthquakes.
P. Chatterjee, A. Roy, N. Mandal
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The aim of this study is to improve the shear behavior of reinforced concrete (RC) beams with stirrups by using highly ductile fiber-reinforced concrete (HDC), which is a fiber-reinforced cement-based composite material with tensile-strain-hardening ...
Min Zhang +3 more
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Seismic axial collapse of short shear span reinforced concrete shear walls
This thesis addresses the seismic behaviour investigation of reinforced concrete (RC) shear walls in a low-to-moderate seismicity region which faces its own class of challenges inherited from non-seismic construction practice. In the current global norm of shear wall research in high seismicity region, discussions on slender walls in tall buildings and
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Experimental study on concrete beams without web reinforcement based on fractal theory
Based on the development and distribution of cracks, we explored the shear performance of concrete beams without web reinforcement under different shear span ratios and longitudinal reinforcement ratios.
Jiang YU, Xu-bin LÜ, Yong-jun QIN
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SHEAR CAPACITY OF HIGH-STRENGTH CONCRETE BEAMS WITH THEIR POINT OF INFLECTION WITHIN THE SHEAR SPAN. [PDF]
j The shear strength of concrete does not increase in proportion with the concrete grade. Thus, when high-strength concrete is used in place of normal-strength concrete, the shear capacity of the structure could become critical. In the study presented, the effect of concrete strength on the shear capacity of concrete beams was investigated. As previous
Kwan, AKH, Pam, HJ, Islam, MS
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