Results 251 to 260 of about 15,581 (288)
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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 +2 more
exaly +2 more sources
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 +2 more
exaly +2 more sources
Prediction of Moment–Curvature Response and Maximum Bending Resistance for Hybrid NSC-UHPC Elements
Journal of Structural Engineering, 2023M Pharand, Jean-Philippe Charron
exaly +2 more sources
The maximum bending moment resistance of plate girders
, 2014 Civil Engineering and ...
Abspoel, R. (author), Abspoel, R.
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Slim-floor beam bending moment resistance considering partial shear connection
, 2019 Having the advantage of flat lower surface, high stiffness and integrated fire resistance, slim-floor composite beams are widely used and favoured in many design solutions. The current bending design methods are mainly derived from plastic design methods for classical composite beam with consideration of the special features for slim-floor beams such ...
ZHANG, Qingjie, SCHÄFER, Markus
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Thin-Walled Structures, 2023 This paper presents an in-depth numerical investigation into the local buckling behaviour and develops advanced machine learning (ML) -based design methods for high strength steel (HSS) welded I-section beams for predicting the ultimate bending moment ...
Jun-zhi Liu +7 more
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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
openaire +2 more sources
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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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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Forest Ecology and Management, 2000
Abstract The maximum resistive bending moments ( M b ) were measured for 164 Radiata pine ( Pinus radiata D. Don) trees spanning a range of sizes and growing on six different New Zealand soil types. M b was significantly and positively correlated with tree height, diameter at 1.4 m (DBH) and stem volume with the latter explaining the greatest ...
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Abstract The maximum resistive bending moments ( M b ) were measured for 164 Radiata pine ( Pinus radiata D. Don) trees spanning a range of sizes and growing on six different New Zealand soil types. M b was significantly and positively correlated with tree height, diameter at 1.4 m (DBH) and stem volume with the latter explaining the greatest ...
openaire +1 more source