Stiffness and capacity of steel–concrete composite beams with profiled sheeting: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Stiffness and capacity of steel–concrete composite beams with profiled sheeting

Nie, Jianguo / Cai, C.S. / Wang, Ting

AbstractThe present study investigated the stiffness and capacity of steel–concrete composite beams with profiled sheeting by considering shear slip effects. Using an analytical method similar to that for common steel–concrete composite beams accounting for slip effects, the equivalent stiffness and elastic flexural capacity of steel–concrete composite beams with profiled sheeting were derived. A formula for ultimate flexural capacity of steel–concrete composite beams with profiled sheeting was also developed, which verified the applicability of the interpolation method suggested in the literature. Meanwhile, a coefficient $γ$ was defined in this paper for considering the influence of the shear stud spacing on the shear stud capacity. Comparison with the measurements of the five specimens tested in the present study and other available test results shows that the proposed formulae predict results with a good accuracy.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Stiffness and capacity of steel–concrete composite beams with profiled sheeting

Nie, Jianguo / Cai, C.S. / Wang, Ting

AbstractThe present study investigated the stiffness and capacity of steel–concrete composite beams with profiled sheeting by considering shear slip effects. Using an analytical method similar to that for common steel–concrete composite beams accounting for slip effects, the equivalent stiffness and elastic flexural capacity of steel–concrete composite beams with profiled sheeting were derived. A formula for ultimate flexural capacity of steel–concrete composite beams with profiled sheeting was also developed, which verified the applicability of the interpolation method suggested in the literature. Meanwhile, a coefficient $γ$ was defined in this paper for considering the influence of the shear stud spacing on the shear stud capacity. Comparison with the measurements of the five specimens tested in the present study and other available test results shows that the proposed formulae predict results with a good accuracy.

Stiffness and capacity of steel–concrete composite beams with profiled sheeting

Nie, Jianguo / Cai, C.S. / Wang, Ting

AbstractThe present study investigated the stiffness and capacity of steel–concrete composite beams with profiled sheeting by considering shear slip effects. Using an analytical method similar to that for common steel–concrete composite beams accounting for slip effects, the equivalent stiffness and elastic flexural capacity of steel–concrete composite beams with profiled sheeting were derived. A formula for ultimate flexural capacity of steel–concrete composite beams with profiled sheeting was also developed, which verified the applicability of the interpolation method suggested in the literature. Meanwhile, a coefficient $γ$ was defined in this paper for considering the influence of the shear stud spacing on the shear stud capacity. Comparison with the measurements of the five specimens tested in the present study and other available test results shows that the proposed formulae predict results with a good accuracy.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Stiffness and capacity of steel–concrete composite beams with profiled sheeting

Contributors:

Nie, Jianguo (author) / Cai, C.S. (author) / Wang, Ting (author)

Published in:

Engineering Structures ; 27 ; 1074-1085

Publication date:

2005-02-07

Size:

12 pages

ISSN:

DOI:

https://doi.org/10.1016/j.engstruct.2005.02.016

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Steel–concrete composite beams , Profiled sheeting , Slip effects , Stiffness , Elastic flexural capacity , Ultimate flexural capacity , Shear capacity of stud

Similar titles

Stiffness and capacity of steel#8211concrete composite beams with profiled sheeting

Nie, Jianguo | Online Contents | 2005

Different Profiled Sheeting Configurations in Steel‐Concrete Composite Beams

Jakovljević, Isidora / Spremić, Milan / Marković, Zlatko et al. | Wiley | 2022

Composite Beams and Slabs with Profiled Steel Sheeting

R. M. Lawson | NTIS | 1983

Cracking in composite beams with profiled steel sheeting

Kindmann, R. | Online Contents | 1998

Cracking in composite beams with profiled steel sheeting

Kindmann, R. / Hamme, M. | British Library Online Contents | 1998