2017
DOI: 10.1002/cepa.235
|View full text |Cite
|
Sign up to set email alerts
|

08.10: Experimental study of ferritic stainless steel composite slabs

Abstract: Steel-concrete composite floors are commonly used in construction due to their favourable weightto-depth ratio and erection time. Typically, concrete is poured onto a galvanised steel deck acting as formwork. However in case of floors exposed to corrosive environments, stainless steel is likely to be chosen over galvanised steel. Besides its better corrosion resistance, stainless steel also offers desirable aesthetic appearance and good mechanical properties. Composite slabs can fail in bending, vertical shear… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4
1

Citation Types

2
3
0

Year Published

2018
2018
2018
2018

Publication Types

Select...
1

Relationship

0
1

Authors

Journals

citations
Cited by 1 publication
(5 citation statements)
references
References 6 publications
2
3
0
Order By: Relevance
“…The characteristic shear strengths τ u,Rk have been calculated from the test values as the 5% fractiles using an appropriate statistical model in accordance with EN 1990:2005, Annex D [33], and the design strengths τ u,Rd have been then obtained as the characteristic strengths divided by the γ VS partial safety factor (γ VS =1.25 as recommended in EN 1994-1-1:2004 [1]). Results in These values are also comparable to those reported by Lauwens et al [31] for tests on composite slabs with ferritic stainless steel trapezoidal decks. For this experimental programme the same Cofraplus60 cross-section made from ferritic stainless steel grade EN1.4003 was considered, although the tested span lengths and total slab heights were slightly different.…”
Section: The M-k Methodssupporting
confidence: 90%
See 4 more Smart Citations
“…The characteristic shear strengths τ u,Rk have been calculated from the test values as the 5% fractiles using an appropriate statistical model in accordance with EN 1990:2005, Annex D [33], and the design strengths τ u,Rd have been then obtained as the characteristic strengths divided by the γ VS partial safety factor (γ VS =1.25 as recommended in EN 1994-1-1:2004 [1]). Results in These values are also comparable to those reported by Lauwens et al [31] for tests on composite slabs with ferritic stainless steel trapezoidal decks. For this experimental programme the same Cofraplus60 cross-section made from ferritic stainless steel grade EN1.4003 was considered, although the tested span lengths and total slab heights were slightly different.…”
Section: The M-k Methodssupporting
confidence: 90%
“…This last design ultimate shear stress is comparable to that obtained for the short specimens in the present experimental programme, 0.167 N/mm 2 , since the adopted slab height are the same, with considerably similar span lengths. Calculated shear stress values are similar, being those corresponding to slabs with L = 2600 mm lower since they are longer than those reported in [31]. Other design provisions, such as the French National Annex, NF EN1994-1-1/NA by Commission de normalisation de la construction mixte CNCMIX [34] and the technical advice for composite slabs in Commission chargée de formuler des Avis Techniques [35], are even more restrictive in terms of Serviceability Limit State and limit the first slip of slabs to 0.1 mm.…”
Section: The M-k Methodssupporting
confidence: 65%
See 3 more Smart Citations