Results 41 to 50 of about 554,895 (204)
CivilEng, 2021 Anchorages of non-rectangular configuration, though not covered by current design codes, are often used in practice due to functional or architectural needs.
Boglárka Bokor, Akanshu Sharma
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Shear thickening of highly viscous granular suspensions
, 2014 We experimentally investigate shear thickening in dense granular suspensions under oscillatory shear. Directly imaging the suspension-air interface, we observe dilation beyond a critical strain $\gamma_c$ and the end of shear thickening as the maximum ...
Brown, Eric +3 more
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Effect of the axial force and material strength on the seismic behavior of the short shear walls [PDF]
مجله مدل سازی در مهندسی, 2017 With respect to the height to width ratio, the concrete shear walls are divided into two categories of cantilever and short shear walls. Cantilever shear walls with the aspect ratio greater than 2 demonstrate flexural behavior while short shear walls ...
Mohammad Ghanizadeh +2 more
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, 2010 Under application of an electric field greater than a triggering electric field $E_c \sim 0.4$ kV/mm, suspensions obtained by dispersing particles of the synthetic clay fluoro-hectorite in a silicon oil, aggregate into chain- and/or column-like ...
B. Schjelderupsen +7 more
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Bond–slip Behavior of Fiber-reinforced Polymer/concrete Interface in Single Shear Pull-out and Beam Tests [PDF]
, 2015 It has been assumed that the fiber-reinforced polymer/concrete interface is subjected to in-plane shear condition when intermediate crack debonding failure occurs.
Harries, Kent A. +2 more
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Interface Shear Behavior of UHPC
Second International Interactive Symposium on UHPC, 2019 To date, very little research has been conducted on the interface shear behavior of UHPC-class materials. The structural concrete research group at FHWA’s Turner-Fairbank Highway Research Center is currently developing an experimental program to evaluate the interface shear behavior of this class of materials.
Kevin Zmetra +2 more
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Applied Sciences, 2020 Concrete edge failure of a single anchor in concrete is strongly dependent on the tensile performance of the concrete, which can be greatly improved by the addition of steel fibers.
Jong-Han Lee, Eunsoo Choi, Baik-Soon Cho
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工程科学学报, 2023 Rebar corrosion is the principal factor affecting the service performance of reinforced concrete (RC) structures. Corrosion reduces the effective area of rebars as well as performance, and weakens the pin bolt effect of rebar on concrete.
Liu JIN +3 more
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Direct numerical simulations for non-Newtonian rheology of concentrated particle dispersions [PDF]
, 2009 The non-Newtonian behavior of a monodisperse concentrated dispersion of spherical particles was investigated using a direct numerical simulation method, that takes into account hydrodynamic interactions and thermal fluctuations accurately.
A. Einstein +4 more
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BuildingsThe interface between soil and concrete in cold climates has a significant effect on the structural integrity of embedded structures, including piles, liners, and others.
Kun Zhang +4 more
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