Numerical evaluation of core concrete quality on the response of concrete jacketed columns
Abstract Reinforced concrete jacketing is one of the most frequently used methods for strengthening of reinforced concrete (RC) columns. A large number of experimental studies have been carried out to investigate the effectiveness of repair and strengthening techniques and interface treatment on the...
Guardado en:
Autores principales: | , , |
---|---|
Lenguaje: | English |
Publicado: |
Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
2019
|
Materias: | |
Acceso en línea: | http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2019000200301 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
id |
oai:scielo:S0718-915X2019000200301 |
---|---|
record_format |
dspace |
spelling |
oai:scielo:S0718-915X20190002003012019-10-07Numerical evaluation of core concrete quality on the response of concrete jacketed columnsCaglar,NaciSezen,HalilOlabi,Muhammed Nadir Strengthened columns concrete jacketing core concrete quality reinforced concrete moment-curvature Abstract Reinforced concrete jacketing is one of the most frequently used methods for strengthening of reinforced concrete (RC) columns. A large number of experimental studies have been carried out to investigate the effectiveness of repair and strengthening techniques and interface treatment on the response of concrete jacketed columns. However, the effects of potential damage in existing column and quality of core concrete on the response of jacketed RC columns have not been investigated. One of the main goals of this study is to examine how the material properties of the existing column affect the overall response of the jacketed RC columns. Two computer models were developed and nonlinear analyses were performed to determine the moment-curvature relationships and axial load-moment interaction diagrams of concrete jacketed RC cross sections. The effects of material strength and magnitude of axial loads were investigated. It is determined that the strength of core concrete has no effect on the response of concrete jacketed RC columns under lower axial loads while it increases the strength and reduces the ductility under higher axial load levels.info:eu-repo/semantics/openAccessEscuela de Construcción Civil, Pontificia Universidad Católica de ChileRevista de la construcción v.18 n.2 20192019-07-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2019000200301en10.7764/rdlc.18.2.301 |
institution |
Scielo Chile |
collection |
Scielo Chile |
language |
English |
topic |
Strengthened columns concrete jacketing core concrete quality reinforced concrete moment-curvature |
spellingShingle |
Strengthened columns concrete jacketing core concrete quality reinforced concrete moment-curvature Caglar,Naci Sezen,Halil Olabi,Muhammed Nadir Numerical evaluation of core concrete quality on the response of concrete jacketed columns |
description |
Abstract Reinforced concrete jacketing is one of the most frequently used methods for strengthening of reinforced concrete (RC) columns. A large number of experimental studies have been carried out to investigate the effectiveness of repair and strengthening techniques and interface treatment on the response of concrete jacketed columns. However, the effects of potential damage in existing column and quality of core concrete on the response of jacketed RC columns have not been investigated. One of the main goals of this study is to examine how the material properties of the existing column affect the overall response of the jacketed RC columns. Two computer models were developed and nonlinear analyses were performed to determine the moment-curvature relationships and axial load-moment interaction diagrams of concrete jacketed RC cross sections. The effects of material strength and magnitude of axial loads were investigated. It is determined that the strength of core concrete has no effect on the response of concrete jacketed RC columns under lower axial loads while it increases the strength and reduces the ductility under higher axial load levels. |
author |
Caglar,Naci Sezen,Halil Olabi,Muhammed Nadir |
author_facet |
Caglar,Naci Sezen,Halil Olabi,Muhammed Nadir |
author_sort |
Caglar,Naci |
title |
Numerical evaluation of core concrete quality on the response of concrete jacketed columns |
title_short |
Numerical evaluation of core concrete quality on the response of concrete jacketed columns |
title_full |
Numerical evaluation of core concrete quality on the response of concrete jacketed columns |
title_fullStr |
Numerical evaluation of core concrete quality on the response of concrete jacketed columns |
title_full_unstemmed |
Numerical evaluation of core concrete quality on the response of concrete jacketed columns |
title_sort |
numerical evaluation of core concrete quality on the response of concrete jacketed columns |
publisher |
Escuela de Construcción Civil, Pontificia Universidad Católica de Chile |
publishDate |
2019 |
url |
http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2019000200301 |
work_keys_str_mv |
AT caglarnaci numericalevaluationofcoreconcretequalityontheresponseofconcretejacketedcolumns AT sezenhalil numericalevaluationofcoreconcretequalityontheresponseofconcretejacketedcolumns AT olabimuhammednadir numericalevaluationofcoreconcretequalityontheresponseofconcretejacketedcolumns |
_version_ |
1714206299421409280 |