Results 261 to 270 of about 138,460 (309)
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Buckling resistance of an X80 steel pipeline at corrosion defect under bending moment
Journal of Natural Gas Science and Engineering, 2021Abstract This work investigated the resistance of a corroded X80 steel pipe to local buckling at a corrosion defect under bending moment. A nonlinear finite element model was developed to study buckling behavior of the pipe and determine critical bending moment.
Yi Shuai, Xin-Hua Wang, Y. Frank Cheng
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Spine, 1995
Surface electromyographic activities were measured in 15 subjects as they maintained a static laterally bent trunk posture and resisted sagittally symmetric and asymmetric moments applied to their torsos. The moment magnitudes were 20 and 40 Nm and had transverse plane directional components in 30 degrees increments surrounding the subjects' torsos.To ...
S A, Lavender +3 more
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Surface electromyographic activities were measured in 15 subjects as they maintained a static laterally bent trunk posture and resisted sagittally symmetric and asymmetric moments applied to their torsos. The moment magnitudes were 20 and 40 Nm and had transverse plane directional components in 30 degrees increments surrounding the subjects' torsos.To ...
S A, Lavender +3 more
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Effect of transverse bending moments on the shear resistance of concrete bridges
IABSE Congress Reports, 2016<p>Transverse bending moments may strongly affect the shear strength of hollow-box bridge girder webs. Hence, the interaction of longitudinal shear and transverse bending should be considered, particularly in the safety evaluation of existing bridges with low stirrup reinforcement ratios susceptible to brittle web-crushing failures.
Dimosthenis Karagiannis, Walter Kaufmann
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Out-of-plane maximum resisting bending moment of masonry walls strengthened with FRCM composites
Composite Structures, 2018Abstract Fiber reinforced composites represent an alternative to more traditional techniques for strengthening and retrofitting existing masonry structures. Numerous studies have been carried out to characterize the mechanical and bond behavior of Fiber Reinforced Cementitious Matrix (FRCM) composites applied to different substrates and to provide ...
D'Antino T. +3 more
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Assessment of bending moment resistance of girders with corrugated web
Pollack Periodica, 2015The topic of the paper is to investigate procedure to determine bending moment resistance of girders with corrugated webs. Concepts provided by Eurocode EN 1993-1-5 and EN 1999-1-1 are different and not very clear for practical design. To clarify determination of elastic critical bending moment, a finite element model of simply supported beam under ...
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Journal of Forestry Research, 2012
We determined the effects of the penetration depth and spline material and composite material type as well as joining method on bending moment resistance under diagonal compression and tension in common wood panel structures. Composite materials were laminated medium density fiberboard (MDF) and particleboard. Joining methods were butt and miter types.
Sadegh Maleki +4 more
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We determined the effects of the penetration depth and spline material and composite material type as well as joining method on bending moment resistance under diagonal compression and tension in common wood panel structures. Composite materials were laminated medium density fiberboard (MDF) and particleboard. Joining methods were butt and miter types.
Sadegh Maleki +4 more
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Journal of Forestry Research, 2014
We investigated bending moment resistance under diagonal compression load of corner doweled joints with plywood members. Joint members were made of 11-ply hardwood plywood of 19 mm thickness. Dowels were fabricated of Beech and Hornbeam species. Their diameters (6, 8 and 10 mm) and depths of penetration (9, 13 and 17 mm) in joint members were chosen ...
Mosayeb Dalvand +3 more
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We investigated bending moment resistance under diagonal compression load of corner doweled joints with plywood members. Joint members were made of 11-ply hardwood plywood of 19 mm thickness. Dowels were fabricated of Beech and Hornbeam species. Their diameters (6, 8 and 10 mm) and depths of penetration (9, 13 and 17 mm) in joint members were chosen ...
Mosayeb Dalvand +3 more
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13.08: Plastic resistance of U sections under major‐axis bending, shear force and bi‐moments
ce/papers, 2017ABSTRACTEurocode 3 Part 1–1 gives several specific plastic cross‐section interaction equations for I sections. However, the case of U sections is not explicitly addressed. In order to overcome these limitations, an extensive numerical parametric study has been conducted.
André Beyer +3 more
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