Imperial College London

ProfessorRobertVollum

Faculty of EngineeringDepartment of Civil and Environmental Engineering

Professor of Structural Concrete
 
 
 
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Contact

 

+44 (0)20 7594 5992r.vollum

 
 
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Location

 

323Skempton BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@article{Micallef:2017:10.1680/jmacr.17.00026,
author = {Micallef, M and Vollum, RL and Izzuddin, BA},
doi = {10.1680/jmacr.17.00026},
journal = {Magazine of Concrete Research},
pages = {1170--1188},
title = {Cracking in walls with combined base and end restraint},
url = {http://dx.doi.org/10.1680/jmacr.17.00026},
volume = {69},
year = {2017}
}

RIS format (EndNote, RefMan)

TY  - JOUR
AB - Restraint of early-age thermal and long-term shrinkage strain can cause cracking in reinforced concrete members. Eurocode 2 provides guidance on the design of crack control reinforcement in reinforced concrete elements with base (edge) and end restraint, but not combined base and end restraint, which commonly occurs. The paper describes an experimental programme, which was conducted to investigate early-age and long-term shrinkage cracking in reinforced concrete walls with combined base and end restraint. The main variables in the test programme were concrete cover and reinforcement ratio. Early-age cracking is simulated with non-linear finite-element analysis, which is shown to capture the observed behaviour adequately. Eurocode 2 gives reasonable estimates of long-term crack widths in the tested walls if edge restraint is assumed, but significantly overestimates crack widths if the worst case of end restraint is assumed.
AU - Micallef,M
AU - Vollum,RL
AU - Izzuddin,BA
DO - 10.1680/jmacr.17.00026
EP - 1188
PY - 2017///
SN - 0024-9831
SP - 1170
TI - Cracking in walls with combined base and end restraint
T2 - Magazine of Concrete Research
UR - http://dx.doi.org/10.1680/jmacr.17.00026
UR - https://www.icevirtuallibrary.com/doi/10.1680/jmacr.17.00026
UR - http://hdl.handle.net/10044/1/46318
VL - 69
ER -