Results 11 to 20 of about 75 (69)
Theoretical study on the ultimate capacity of partially encased composite beams with web openings [PDF]
Based on the failure mechanism of traditional steel-concrete composite vierendeel trusses, this study investigates the internal force conditions during failure of Partially Encased Composite Beams with web openings.
Meng Ye +5 more
doaj +2 more sources
Assessing the Load-Carrying Capacity of Composite Castellated Beams by Finite Element Method [PDF]
The utilization of composite castellated beams in structures is common due to the increased bending strength and stiffness of the beam. However, the presence of openings in castellated beams reduces their shear strength.
Mohammad Sadeghi +2 more
doaj +1 more source
Design of Cellular Members under Axial-Shear-Flexure Interaction [PDF]
Due to lack of a design resistance for cellular beam-columns under the axial-shear-flexure interaction, the design interaction resistances were investigated through a validated finite element analysis.
Pattamad Panedpojaman +3 more
doaj +1 more source
Failure modes of steel beams with web openings [PDF]
As an alternative to trusses and open-web joist systems, beams with Web openings are lightweight, long-spanning structural elements that bind structural role (efficient load distribution) and functionality in a visually acceptable way by allowing service
Ranisavljević Maja, Dobrić Jelena
doaj +1 more source
This paper investigates the influence of multiple transverse web openings on the flexural behaviour of underground metro station reinforced concrete (RC) beams. This problem is outlined with an actual underground engineering project, in which the web opening used in the RC beams violates the current specifications.
Ting-jin Liu +4 more
wiley +1 more source
Accidental loads such as explosion and vehicle impact could lead to failure of one or several load‐bearing members in the structures, which is likely to trigger disproportionate progressive collapse of overall structures. Prestressed concrete (PC) frame structures are usually at great risk of collapse once load‐bearing members fail, because the members
Tao Yang +3 more
wiley +1 more source
Behavior of Castellated Steel Beams: State of the Art Review
The state of the art of behaviour of Steel Castellated Beams is explain in this paper. The present research status of behavior of castellated beams is not mature and need much through study compared to beams without openings in the web. The existence of
Samadhan G. Morkhade, Laxmikant M. Gupta
doaj +1 more source
STUDI PERILAKU WEB POST BUCKLING DAN VIERENDEEL MECHANISM PADA CASTELLATED BEAMS
Abstract The world needs construction material will castellated Beams profile steel is increasing in line with the human need to get a strong structure, rapid implementation time while still promoting the aesthetic value of the structure. That is because the profile castellated Beams very practical and proven to have advantages over steel ...
Tri Widya Swastika +2 more
openaire +1 more source
This study reveals the Vierendeel mechanism of hybrid high-strength steel composite cellular beams (HHS-CCBs) through experimental investigation and finite element analysis (FEA).
Jiangran Guo +3 more
doaj +1 more source
Seismic Behavior of Shear Connectors of Steel Vierendeel Sandwich Plate
As a new type of floor structure, steel vierendeel sandwich plates are widely applied in large‐span buildings with multiple storeys. Shear connectors are important stressed members of such plates. To evaluate the seismic performance of the shear connectors, a full‐scale test piece in two different connection forms, namely, A and B, is designed and ...
Lan Jiang +6 more
wiley +1 more source

