2018
DOI: 10.1051/matecconf/201815901007
|View full text |Cite
|
Sign up to set email alerts
|

Modelling and analysis the effect of unbalanced moment directions on behaviour of edge column-slab connections

Abstract: Abstract. This research investigates the effect of unbalanced moment directions on the behaviour of edge column slab connections using a finite element analysis. The analyses were done on subassembly edge column slab connections that were designed according to Indonesian Concrete Standard (SNI 2847(SNI :2013. Three unbalanced moment directions were considered namely perpendicular, parallel and inclined 45 o to the slab free edge. The concrete damage plasticity (CDP) and truss elements in Abaqus were utilized … Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
4
0

Year Published

2018
2018
2019
2019

Publication Types

Select...
3

Relationship

1
2

Authors

Journals

citations
Cited by 3 publications
(4 citation statements)
references
References 15 publications
0
4
0
Order By: Relevance
“…In order to have a suitable value of the CDPs parameters (ψ, ɛ, σ b /σ c , K, µ), a calibration proses was needed. In this study, a calibration have been done based on one of the experimental results of specimen XXX tested by [13] and have been presented in [14]. It was obtained that the finite element analysis gave good correlation to experimental results for the values of dilatation angle ψ = 40 o , eccentricity ɛ c = 0.1, K c = 2/3, ratio σ bo /σ co = 1.16, and viscosity parameter µ = 0.00005.…”
Section: Fe Modelling and Materials Propertiesmentioning
confidence: 96%
See 2 more Smart Citations
“…In order to have a suitable value of the CDPs parameters (ψ, ɛ, σ b /σ c , K, µ), a calibration proses was needed. In this study, a calibration have been done based on one of the experimental results of specimen XXX tested by [13] and have been presented in [14]. It was obtained that the finite element analysis gave good correlation to experimental results for the values of dilatation angle ψ = 40 o , eccentricity ɛ c = 0.1, K c = 2/3, ratio σ bo /σ co = 1.16, and viscosity parameter µ = 0.00005.…”
Section: Fe Modelling and Materials Propertiesmentioning
confidence: 96%
“…The specimen models considered in this study are the same properties as in [5]. However, the primary parameter to be studied is M/V ratio due to unbalanced moment perpendicular to slab free edge.…”
Section: Specimen Modelsmentioning
confidence: 99%
See 1 more Smart Citation
“…Fluvial meander system developed typical oxbow lake morphology with tropical rain forest, sand bar and river with fishery product. It has been used as a local attraction (Yuskar, 2016); (Choanji et al, 2018).…”
Section: Geological Settingmentioning
confidence: 99%