2012
DOI: 10.1590/s1983-41952012000600004
|View full text |Cite
|
Sign up to set email alerts
|

Shear strength of reinforced concrete circular cross-section beams

Abstract: A proposed adequation of NBR 6118, Item 7.4, related to shear strength of reinforced concrete beams is presented with aims to application on circular cross-section. The actual expressions are most suitable to rectangular cross-section and some misleading occurs when applied to circular sections at determination of VRd2, Vc and Vsw, as consequence of bw (beam width) and d (effective depth) definitions as well as the real effectiveness of circular stirrups. The proposed adequation is based on extensive bibliogra… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1

Citation Types

0
1
0

Year Published

2023
2023
2023
2023

Publication Types

Select...
1

Relationship

0
1

Authors

Journals

citations
Cited by 1 publication
(1 citation statement)
references
References 2 publications
0
1
0
Order By: Relevance
“…The collision speed for a full-frontal collision will be set at 10 m/s to 90 m/s onto a stationary barrier. Side collision simulation conducted using standard speeds with a collision speed of 17.78 m/s complies with ANCAP standards, and 25 m/s or above would correspond to the speed of a prototype FSAE vehicle [19]. Velocity extremities are also included under high-velocity impacts to study the difference in chassis behaviour upon critical impact conditions.…”
Section: Boundary Conditions and Meshingmentioning
confidence: 99%
“…The collision speed for a full-frontal collision will be set at 10 m/s to 90 m/s onto a stationary barrier. Side collision simulation conducted using standard speeds with a collision speed of 17.78 m/s complies with ANCAP standards, and 25 m/s or above would correspond to the speed of a prototype FSAE vehicle [19]. Velocity extremities are also included under high-velocity impacts to study the difference in chassis behaviour upon critical impact conditions.…”
Section: Boundary Conditions and Meshingmentioning
confidence: 99%