Results 241 to 250 of about 189,557 (298)

The effect of different surface treatment on shear bond strength of soft and hard liners to CAD-CAM and conventional denture base resins: <i>in vitro</i> comparative study. [PDF]

open access: yesFront Dent Med
Albazroun Z   +9 more
europepmc   +1 more source

One-way shear strength of large footings

open access: yesCanadian Journal of Civil Engineering, 2000
Results are presented from 23 shear tests on 1-m deep specimens made of low-strength concrete and tested with shear span-to-effective depth ratios between 1.4 and 2.4 to obtain information that is relevant to the one-way shear strength of footings. Based on these results and other test results from the literature, an amendment is proposed to the 1994 ...
Perry Adebar
openaire   +2 more sources

Mechanisms of shear resistance of one-way concrete slabs reinforced with FRP bars

Construction and Building Materials, 2016
Abstract The shear behavior of concrete reinforced with fiber-reinforced polymer (FRP) but without web reinforcement is potentially the most critical case in shear-prone applications due to the brittle nature of the concrete and reinforcement and, as such, requires special attention.
Ahmed Sabry Farghaly, Brahim Benmokrane
exaly   +2 more sources

Shear behaviour of one-way high strength plain and FRC slabs reinforced with basalt FRP bars

open access: yesComposite Structures, 2022
The purpose of this study is to investigate the shear behavior of high-strength one-way plain and basalt fiber reinforced concrete (BFRC) slabs reinforced with basalt fiber reinforced polymers (BFRP) bars. A total of 8 slabs having 2550 mm length, 600 mm
Abathar Al-Hamrani, Wael Alnahhal
exaly   +2 more sources

Neural network-based formula for shear capacity prediction of one-way slabs under concentrated loads

open access: yesEngineering Structures, 2020
According to the current codes and guidelines, shear assessment of existing reinforced concrete slab bridges sometimes leads to the conclusion that the bridge under consideration has insufficient shear capacity.
MIGUEL Abambres, Eva O L Lantsoght
exaly   +2 more sources

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