Retention of critical platelet hemostatic functions of amotosalen-UVA pathogen-reduced cryoprecipitated fibrinogen complex. [PDF]
Tupin F +6 more
europepmc +1 more source
Mechanical Performance of a Monolithic 3D-Printed Orthodontic Bracket-Crown System: An In-Vitro Study. [PDF]
Mısır SE +4 more
europepmc +1 more source
Experimental study on mechanical response of soft soil freezing in underground excavation using artificial ground freezing method. [PDF]
Han L, Yi L, Zhang P, Chai L, Cheng Z.
europepmc +1 more source
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]
Albazroun Z +9 more
europepmc +1 more source
Prospects and Limitations of Bioprinting in Studying Human Cells' Responses to Extreme Environments. [PDF]
Rahman TT, Pei Z, Qin H, Parsaei HR.
europepmc +1 more source
One-way shear strength of large footings
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
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Mechanisms of shear resistance of one-way concrete slabs reinforced with FRP bars
Construction and Building Materials, 2016Abstract 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
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Shear behaviour of one-way high strength plain and FRC slabs reinforced with basalt FRP bars
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
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Neural network-based formula for shear capacity prediction of one-way slabs under concentrated loads
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
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