Results 11 to 20 of about 138,460 (309)
: In this paper, a computational code was developed to obtain M-N interaction curves for rectangular concrete-filled steel tube columns considering the strain compatibility in the cross-section.
Matheus Fernandes +2 more
doaj +1 more source
IN VITRO MECHANICAL EVALUATION OF SPINAL FIXATION ROD CONNECTORS
Objective Evaluate and compare the mechanical resistance and the fatigue behavior associated with the use of three different modalities of vertebral fixation system rod connectors through in vitro pre-clinical mechanical tests developed specifically for
CARLOS RODRIGO DE MELLO ROESLER +4 more
doaj +1 more source
Buckling Resistance of Quasi-Straight H-Section Beam-Columns under Unequal End Moments [PDF]
Steel prismatic elements of equal flanges double-tee section subject to major axis bending and compression, unrestrained in the out-of-plane direction between the supports, are vulnerable to buckling modes associated with minor axis flexural and ...
Marian Antoni Giżejowski +3 more
doaj +1 more source
Stress analysis and failure prediction in dowel joint by FEM [PDF]
In this study, distribution pattern and tension concentration as well as failure prediction in dowel joint were analyzed. The effect of dowel diameter (6, 8, 10 mm) and wood type (Beech, Alder and white spruce) on tension resistance and bending moment ...
amir lashgari
doaj +1 more source
DEM simulation of soil-tool interaction under extraterrestrial environmental effects [PDF]
In contrast to terrestrial environment, the harsh lunar environment conditions include lower gravity acceleration, ultra-high vacuum and high (low) temperature in the daytime (night-time).
Arroyo Alvarez de Toledo, Marcos +3 more
core +2 more sources
This paper is based on a shaking table test of 2 × 2 straight pile groups and 2 × 2 inclined pile groups in non-liquefied sand and saturated sand with different thicknesses.
Yurun Li +4 more
doaj +1 more source
Experimental investigation on cold-formed steel beams under pure bending [PDF]
This paper presents the flexural behaviour of cold-formed double lipped channels beams under pure bending action. Two channel sections are bolted back-to-back to form an I-shape structural beam member. A series of six experiment tests were carried out on
Lee, Yee Ling +2 more
core +1 more source
Effect of wood species, joint techniques, and adhesive type on bending moment resistances were investigated. 480 L-shaped joint specimens were tested including 2 loadings, 4 wood species, 3 joint techniques, 2 adhesives, and 10 replications. Specimens were prepared from Scotch pine, Oriental beech, oak, and chestnut.
Diler, Harun +3 more
openaire +2 more sources
Study on Flexural Performance of Prestressed Concrete Steel Strand Square Piles with Reinforcement
A new type of precast pile, namely steel strand square piles with reinforcement (PRS), is proposed in present study, which uses steel strand as a prestressed reinforcement and is equipped with hot-rolled reinforcement.
Hongyu Wang +4 more
doaj +1 more source
AbstractAs thin walled HSS columns are very flexible, they usually exhibit excessive deformation when resisting a bending moment or transverse loads. Adding exterior/interior diaphragms is one way to remedy the problem. Another option that can significantly increase strength and stiffness is to allow passing plates through the hollow column by means of
Mouad MADHOUNI +3 more
openaire +1 more source

