New proposals on the calculation of the flexural resistance in angle connections

Loureiro, A.; Reinosa, J.M.; Gutiérrez, R.; Moreno, A.

doi:10.1016/j.jcsr.2010.11.018

Cited by 7 publications

(2 citation statements)

References 5 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Since Eurocode 3 does not consider specifically this type of joint, it is substantial to improve the knowledge about angle connections in order to make easy its incorporation to European steel design (2). On the other hand, this bolted connection offers several advantages respect to welded joints, especially on the sustainable construction field (3).…”

Section: Introductionmentioning

confidence: 99%

Experimental and numerical study of angle connections assembled with European profiles

Reinosa¹,

Loureiro²,

Gutiérrez³

et al. 2014

Inf. constr.

Self Cite

View full text Add to dashboard Cite

In this paper, four specimens with different thickness of top and seat angle with double web angle connections are experimentally tested and numerically modeled. The model has been solved by means of Abaqus® finite element package. Moment rotation curves obtained from the experiments are compared with those obtained from FE models and good agreement is observed. These results validate this numerical modeling in order to use it in future studies on angle connections. Keywords

show abstract

Section: Introductionmentioning

confidence: 99%

Experimental and numerical study of angle connections assembled with European profiles

Reinosa¹,

Loureiro²,

Gutiérrez³

et al. 2014

Inf. constr.

Self Cite

View full text Add to dashboard Cite

show abstract

“…The advantages of manufacturing with low cost and complexity made them to be studied in different fundamental modes (experimental, numerical and analytical) (Reynosa, 2015;Loureiro, 2011;Azizinimani, 1982;Leon, 2000). There are several advantages provided by bolted joints like reduced cost and reduced complexity of execution.…”

Section: Introductionmentioning

confidence: 99%

Behavior Of Beam-To-Column Connections With Angles. Part 1-Experimental Investigations

Ghindea

Cătărig

Ballok

2015

Journal of Applied Engineering Sciences

View full text Add to dashboard Cite

ABSTRACT:In this paper, four specimens of steel beam to column joints with different configuration of bolted angle connections are experimentally tested. The specimens are double sided beam to column connections and are tested under bending loading conditions in order to investigate elastic and inelastic connection behaviour. The semi-rigid beam-to-column connections were subjected to monotonous static loading. The bolted beam-to-column connections are composed from top and seat angle connections with and without web angles as well as with stiffened top and seat angle cleats. The intent of the experimental investigations is to highlight the ability of the connections to maintain strength and to provide rotational capacity. The experimental results are evaluated with the measured force displacement data, from which the characteristic moment-rotation curves were established. The experimental results indicate the primary failure modes include member deformation. The moment-rotation relationship of the tested joints exhibits a significant inelastic nonlinear response. The paper concludes with the comparison of the tested joints in terms of strength and stiffness, highlighting the advantages and weaknesses of the studied joint typologies.

show abstract

Tensile behavior of cruciform stubs with staggered bolt patterns

Wang

et al. 2022

Case Studies in Construction Materials

View full text Add to dashboard Cite

New proposals on the calculation of the flexural resistance in angle connections

Cited by 7 publications

References 5 publications

Experimental and numerical study of angle connections assembled with European profiles

Experimental and numerical study of angle connections assembled with European profiles

Behavior Of Beam-To-Column Connections With Angles. Part 1-Experimental Investigations

Tensile behavior of cruciform stubs with staggered bolt patterns

Contact Info

Product

Resources

About