Results 21 to 30 of about 45,056 (267)
The use of corrugated webs in steel beams has become one of the most practical ways to increase the efficiency of beams in resisting loads, natural frequencies, and their resulting displacements.
Ahmed Mohamed Sayed +2 more
doaj +1 more source
Flexural behavior of partially composite concrete-encased steel tubular beams
Composite steel-concrete construction has been widely implemented in high-rise buildings and bridges having long spans due to its favorable characteristics inherited from both materials acting as one unit.
wehbi nour +2 more
doaj +1 more source
Experimental Study on Flexural Performance of Recycled Steel Fiber Concrete Beams
We sorted the waste from mechanical processing to form recycled steel fibers. In order to study the flexural mechanical properties of reinforced concrete beams after the addition of recycled steel fibers, four recycled steel fiber concrete beams (RSFCBs)
Jinqiu Yan +5 more
doaj +1 more source
Investigation of the behavior of connection of reduced-beam-section steel beam to reinforced concrete column [PDF]
After recent earthquakes that caused major damages in beam-column connections, scientists and engineers proposed new types of connections to postpone such brittle failures.
Ali Babaeenezhad +2 more
doaj +1 more source
Effect of Web Opening Location on Fatigue Assessment of H Section Steel Beams [PDF]
In the last decades, steel beams with web opening were used extensively as useful structural and architectural elements due to their many advantages. In this research, steel beams with web opening subjected to static loading were modelled using the multi-
Ahmed Elboghdady +3 more
doaj +1 more source
Buckling of coped steel beams and steel beams with partial endplates [PDF]
Copes and partial endplates influence the resistance to lateral buckling of a steel beam. In order to quantify this influence, numerical research has been carried out with validated models. Full-scale laboratory tests carried out for the validation of the numerical models are described in the Annex to this paper.
Maljaars, J. (author) +2 more
openaire +2 more sources
Structural Behavior of Steel-Concrete Composite Beam using Bolted Shear Connectors: A Review
Conventional steel-concrete composite beams have been recognized to exhibit stronger structural characteristics, in terms of strength and stiffness, when compared to pure steel or reinforced concrete beams.
Loqman Nadiah +3 more
doaj +1 more source
Castellated Steel Beams A Torsional Analysis
Practice of castellated beams (CBs) or perforated beams for several structures speedily gaining petition. This is because of the increased depth in the segment, high strength to weight ratio, light in weight, easy to erect, economical, and stronger. The principal advantages of the castellated beam are an attractive provision, an increase in vertical ...
A. J. Mehetre, R. S. Talikoti
openaire +2 more sources
This study aims to investigate the behavior of concrete slabs acting compositely with symmetrical and asymmetrical castellated beams. Stud connectors are used to connect the concrete slab and steel section.
Al-Thabhawee Hayder Wafi
doaj +1 more source
Based on stochastic sensitivity analysis, a new style of joint structure with greater ductility and higher strength—the beam-column joint with gusset plate angle (JGA) steel—was proposed.
Xian Dong, Yadi Wang
doaj +1 more source

