Imperial College London
Alternate

ProfessorRobertVollum

Faculty of Engineering, Department of Civil and Environmental Engineering

Professor of Structural Concrete
 
 
 
//

Contact

 

+44 (0)20 7594 5992r.vollum

 
 
//

Location

 

323Skempton BuildingSouth Kensington Campus

//

Summary

 

Publications

Citation

BibTex format

@article{Soares:2016:10.1680/jmacr.16.00052,
author = {Soares, LFS and Vollum, RL},
doi = {10.1680/jmacr.16.00052},
journal = {Magazine of Concrete Research},
pages = {1225--1239},
title = {Influence of continuity on punching resistance at edge columns},
url = {http://dx.doi.org/10.1680/jmacr.16.00052},
volume = {68},
year = {2016}
}
Download

RIS format (EndNote, RefMan)

TY  - JOUR
AB  - The paper considers punching failure at edge columns of reinforced concrete flat slabswithout shear reinforcement and unbalanced moments about an axis parallel to the slab edge.Edge column punching shear tests have been carried out on a variety of isolated andcontinuous specimens. The influence of eccentricity and continuity on punching resistance isassessed using existing experimental data, nonlinear finite element analysis (NLFEA) and theCritical Shear Crack Theory (CSCT) as implemented in fib Model Code 2010 (MC2010).Relating punching resistance to the elastic unbalanced moment as done in MC2010 Levels Ito III is shown to be overly conservative for continuous slabs. The ACI 318 and Eurocode 2(EC2) practice of making the design punching resistance independent of the unbalancedmoment is reviewed and shown to be reasonable particularly for continuous slabs.
AU  - Soares,LFS
AU  - Vollum,RL
DO  - 10.1680/jmacr.16.00052
EP  - 1239
PY  - 2016///
SN  - 1751-763X
SP  - 1225
TI  - Influence of continuity on punching resistance at edge columns
T2  - Magazine of Concrete Research
UR  - http://dx.doi.org/10.1680/jmacr.16.00052
UR  - http://hdl.handle.net/10044/1/32305
VL  - 68
ER  -
Download