Flexural and shear behavior of steel-UHPC composite beams: a review

CA Benedetty, VB dos Santos, PA Krahl, A Rossi… - Engineering …, 2023 - Elsevier
Abstract Steel-Ultra-High Performance Concrete (UHPC) composite structures are a recent
and innovative system with several applications. Steel-UHPC composite beams, for …

Headed steel stud anchors in composite structures, Part I: Shear

L Pallarés, JF Hajjar - Journal of Constructional Steel Research, 2010 - Elsevier
The formula in the 2005 American Institute of Steel Construction Specification to compute
the strength of headed steel stud anchors (shear connectors) in composite steel/concrete …

Application of a hybrid artificial neural network-particle swarm optimization (ANN-PSO) model in behavior prediction of channel shear connectors embedded in normal …

M Shariati, MS Mafipour, P Mehrabi, A Bahadori… - Applied sciences, 2019 - mdpi.com
Featured Application Behavior prediction of channel shear connectors in normal and high-
strength concrete (HSC) without conducting costly experiments. Abstract Channel shear …

Strength of concrete filled steel box columns incorporating local buckling

B Uy - Journal of Structural Engineering, 2000 - ascelibrary.org
Concrete filled steel box columns have recently experienced a renaissance in their use
throughout the world. This has occurred due to the significant advantages that the …

[图书][B] The civil engineering handbook

WF Chen, JYR Liew - 2002 - taylorfrancis.com
First published in 1995, the award-winning Civil Engineering Handbook soon became
known as the field's definitive reference. To retain its standing as a complete, authoritative …

Generic debonding resistance of EB and NSM plate-to-concrete joints

R Seracino, MR Raizal Saifulnaz… - Journal of Composites for …, 2007 - ascelibrary.org
It is well established that adhesively bonding plates to the surfaces of reinforced concrete
members is an efficient retrofitting approach. Specifically, two techniques have emerged …

Investigation on Vierendeel mechanism in steel beams with circular web openings

KF Chung, TCH Liu, ACH Ko - Journal of Constructional Steel Research, 2001 - Elsevier
In the current design method for steel I beams with circular web openings, the load carrying
capacities of the beams is assumed to be limited by the formation of plastic hinges at the top …

[图书][B] Elementary behaviour of composite steel and concrete structural members

DJ Oehlers, MA Bradford - 1999 - books.google.com
This book is aimed at developing the elementary analysis skills, familiarity and intuitive feel
for composite construction that is required by undergraduate and graduate students, and by …

Modelling of steel-timber composite connections: Validation of finite element model and parametric study

A Hassanieh, HR Valipour, MA Bradford… - Engineering …, 2017 - Elsevier
This paper investigates the mechanical behaviour of lap steel-timber composite connections
using a 3-D continuum-based finite element (FE) model. In the FE models developed, the …

Experimental behaviour of thin-walled hollow structural steel (HSS) columns filled with self-consolidating concrete (SCC)

LH Han, GH Yao - Thin-Walled Structures, 2004 - Elsevier
In modern building construction, thin-walled hollow structural steel (HSS) sections are often
filled with concrete to form a composite column. In recent years, the use of self-consolidating …