Results 11 to 20 of about 1,926 (182)

Numerical Investigation of the Flexure Behavior of Reinforced Concrete Spandrel Beams with Distributed Tension Reinforcement

open access: yesJournal of Engineering, 2022
When the flange of a reinforced concrete spandrel beam is in tension, current design codes and specifications enable a portion of the bonded flexure tension reinforcement to be distributed over an effective flange width.
Rafaa M. Abbas, Wesal A. fadala
doaj   +1 more source

Torsional Stress Analysis of Improved Composite Box Girder with Corrugated Steel Webs

open access: yesApplied Sciences, 2022
Based on Umansky’s second theory, this paper studies the torsional stress of an improved composite box girder with corrugated steel webs and considers the effective elastic modulus of the converted section.
Aoao Qin   +4 more
doaj   +1 more source

The Effective Width in Composite Steel Concrete Beams at Ultimate Loads

open access: yesJournal of Engineering, 2023
A composite section is made up of a concrete slab attached to a steel beam by means of shear connectors. Under positive and negative bending moment, part of the slab will act as a flange of the beam, resisting the longitudinal compression or tension ...
Mohannad Husain Mohsen   +1 more
doaj   +1 more source

Prediction of Effective Width of Varying Depth Box-Girder Bridges Using Convolutional Neural Networks

open access: yesAdvances in Civil Engineering, 2022
Effective flange width is widely used in bridge design to consider the effect of shear lag. The simplified formula for the effective flange width of box girder bridges of variable depth in existing codes and studies may not be conservative, and accurate ...
Kejian Hu, Xiaoguang Wu
doaj   +1 more source

Experimental behavior based on effective slab width acting as a flange with supporting steel beams in composite floors with openings

open access: yesFracture and Structural Integrity, 2022
An experimental study with many variables was carried out to investigate the effective width of simply supported composite beams (T and L sec. beams) with and without slab opening.
Magdy Khalaf   +3 more
doaj   +1 more source

A Practice-Oriented Proposal to Consider the Flange Effect in Equivalent Frame Modeling of Masonry Buildings

open access: yesBuildings, 2023
This paper focuses on the so-called “flange effect” in unreinforced masonry buildings when the connection among walls is good, thus forming a 3D assembly of intersecting piers (with L-, C-, T-, or I-shaped cross-sections).
Serena Cattari   +2 more
doaj   +1 more source

Investigation of ANN Architecture for Predicting Load-Carrying Capacity of Castellated Steel Beams

open access: yesComplexity, 2021
Castellated steel beams (CSB) are an attractive option for the steel construction industry thanks to outstanding advantages, such as the ability to exceed large span, lightweight, and allowing flexible arrangement of the technical pipes through beams. In
Thuy-Anh Nguyen   +2 more
doaj   +1 more source

Design of Aluminum Alloy H-Sections under Minor-Axis Bending

open access: yesMetals, 2023
Much research has been reported on the global response of aluminum alloy H-sections members, while studies on the local buckling behavior of H-sections under pure bending remain relatively limited.
Lin Yuan   +3 more
doaj   +1 more source

Flexural Behavior of Innovative Posttensioned Composite Beams with Corrugated Steel Webs

open access: yesAdvances in Materials Science and Engineering, 2021
Steel-concrete composite beams with corrugated steel webs (CSWs) usually have concrete flanges that are prone to crack under tension, and an innovative posttensioned composite beam (IPCB) with CSWs has been proposed previously to overcome this ...
Xiang Li   +4 more
doaj   +1 more source

Effect of web openings on effective flange width of reinforced concrete T-section

open access: yesIOP Conference Series: Materials Science and Engineering, 2020
Abstract In this study an evaluation of empirical formula is carried out for effective flange width with and without web openings based on previous experimental results. The results of empirical equation were compared with the codes of practice formulas such as ACI 318M-14, BS8110, AS 3600 and CSA.
E K Sayhood, N S Mohammed, A S Hanon
openaire   +1 more source

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