Digital image correlation strain measurement of ultra-high-performance concrete-prisms under static and cyclic bending-tensile stress

Autores
Harenberg, Stefan; Pahn, Matthias; Malárics Pfaff, Viktória; Dehn, Frank; Caggiano, Antonio; Schicchi, Diego S.; Yang, Sha; Koenders, Eddie
Año de publicación
2019
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
This paper provides experimental results on investigations for the validation of photogrammetric strain measurements of ultra-high-performance concrete (UHPC)-prisms subjected to static and cyclic bending-tensile stress. For this purpose, 4 static and 5 cyclic test series were performed. Damage progresses during loading are monitored by means of a digital image correlation (DIC) system and a clip gauge. The control of the DIC by trigger lists and the measurement noise as a function of the measurement rate are examined. All static tests were performed force controlled with the same testing speed and the same measuring rate of DIC and clip gauge. All cyclic tests were performed with the same upper and lower stress levels but with different loading rates. During the static tests, the DIC can be used to make accurate strain measurements before UHPC failure. In the cyclic tests, the measurement noise of the DIC decreases with an increasing measuring rate. The tests performed confirm the control of the DIC by trigger lists for cyclic tests on UHPC-prisms and show that the measurement noise is negligible in static and cyclic tests.
Fil: Harenberg, Stefan. Technische Universität Kaiserslautern; Alemania
Fil: Pahn, Matthias. Technische Universität Kaiserslautern; Alemania
Fil: Malárics Pfaff, Viktória. Karlsruhe Institute Of Technology; Alemania
Fil: Dehn, Frank. Karlsruhe Institute Of Technology; Alemania
Fil: Caggiano, Antonio. Universitat Technische Darmstadt; Alemania. Consejo Nacional de Investigaciones Científicas y Técnicas. Oficina de Coordinación Administrativa Houssay. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long". Universidad de Buenos Aires. Facultad de Ingeniería. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long"; Argentina
Fil: Schicchi, Diego S.. Universitat Technische Darmstadt; Alemania
Fil: Yang, Sha. Universitat Technische Darmstadt; Alemania
Fil: Koenders, Eddie. Universitat Technische Darmstadt; Alemania
Materia
CYCLIC BENDING TESTS
DIC
FATIGUE
PHOTOGRAMMETRY
UHPC
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/121110
Acceder
id CONICETDig_b22a197f261c2df94d179e04fa29aa79
oai_identifier_str oai:ri.conicet.gov.ar:11336/121110
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Digital image correlation strain measurement of ultra-high-performance concrete-prisms under static and cyclic bending-tensile stressHarenberg, StefanPahn, MatthiasMalárics Pfaff, ViktóriaDehn, FrankCaggiano, AntonioSchicchi, Diego S.Yang, ShaKoenders, EddieCYCLIC BENDING TESTSDICFATIGUEPHOTOGRAMMETRYUHPChttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2This paper provides experimental results on investigations for the validation of photogrammetric strain measurements of ultra-high-performance concrete (UHPC)-prisms subjected to static and cyclic bending-tensile stress. For this purpose, 4 static and 5 cyclic test series were performed. Damage progresses during loading are monitored by means of a digital image correlation (DIC) system and a clip gauge. The control of the DIC by trigger lists and the measurement noise as a function of the measurement rate are examined. All static tests were performed force controlled with the same testing speed and the same measuring rate of DIC and clip gauge. All cyclic tests were performed with the same upper and lower stress levels but with different loading rates. During the static tests, the DIC can be used to make accurate strain measurements before UHPC failure. In the cyclic tests, the measurement noise of the DIC decreases with an increasing measuring rate. The tests performed confirm the control of the DIC by trigger lists for cyclic tests on UHPC-prisms and show that the measurement noise is negligible in static and cyclic tests.Fil: Harenberg, Stefan. Technische Universität Kaiserslautern; AlemaniaFil: Pahn, Matthias. Technische Universität Kaiserslautern; AlemaniaFil: Malárics Pfaff, Viktória. Karlsruhe Institute Of Technology; AlemaniaFil: Dehn, Frank. Karlsruhe Institute Of Technology; AlemaniaFil: Caggiano, Antonio. Universitat Technische Darmstadt; Alemania. Consejo Nacional de Investigaciones Científicas y Técnicas. Oficina de Coordinación Administrativa Houssay. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long". Universidad de Buenos Aires. Facultad de Ingeniería. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long"; ArgentinaFil: Schicchi, Diego S.. Universitat Technische Darmstadt; AlemaniaFil: Yang, Sha. Universitat Technische Darmstadt; AlemaniaFil: Koenders, Eddie. Universitat Technische Darmstadt; AlemaniaWiley Blackwell Publishing, Inc2019-08info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/121110Harenberg, Stefan; Pahn, Matthias; Malárics Pfaff, Viktória; Dehn, Frank; Caggiano, Antonio; et al.; Digital image correlation strain measurement of ultra-high-performance concrete-prisms under static and cyclic bending-tensile stress; Wiley Blackwell Publishing, Inc; Structural Concrete; 20; 4; 8-2019; 1220-12301464-41771751-7648CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.1002/suco.201900033info:eu-repo/semantics/altIdentifier/url/https://onlinelibrary.wiley.com/doi/10.1002/suco.201900033info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-29T09:52:31Zoai:ri.conicet.gov.ar:11336/121110instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-09-29 09:52:32.105CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Digital image correlation strain measurement of ultra-high-performance concrete-prisms under static and cyclic bending-tensile stress
title Digital image correlation strain measurement of ultra-high-performance concrete-prisms under static and cyclic bending-tensile stress
spellingShingle Digital image correlation strain measurement of ultra-high-performance concrete-prisms under static and cyclic bending-tensile stress
Harenberg, Stefan
CYCLIC BENDING TESTS
DIC
FATIGUE
PHOTOGRAMMETRY
UHPC
title_short Digital image correlation strain measurement of ultra-high-performance concrete-prisms under static and cyclic bending-tensile stress
title_full Digital image correlation strain measurement of ultra-high-performance concrete-prisms under static and cyclic bending-tensile stress
title_fullStr Digital image correlation strain measurement of ultra-high-performance concrete-prisms under static and cyclic bending-tensile stress
title_full_unstemmed Digital image correlation strain measurement of ultra-high-performance concrete-prisms under static and cyclic bending-tensile stress
title_sort Digital image correlation strain measurement of ultra-high-performance concrete-prisms under static and cyclic bending-tensile stress
dc.creator.none.fl_str_mv Harenberg, Stefan
Pahn, Matthias
Malárics Pfaff, Viktória
Dehn, Frank
Caggiano, Antonio
Schicchi, Diego S.
Yang, Sha
Koenders, Eddie
author Harenberg, Stefan
author_facet Harenberg, Stefan
Pahn, Matthias
Malárics Pfaff, Viktória
Dehn, Frank
Caggiano, Antonio
Schicchi, Diego S.
Yang, Sha
Koenders, Eddie
author_role author
author2 Pahn, Matthias
Malárics Pfaff, Viktória
Dehn, Frank
Caggiano, Antonio
Schicchi, Diego S.
Yang, Sha
Koenders, Eddie
author2_role author
author
author
author
author
author
author
dc.subject.none.fl_str_mv CYCLIC BENDING TESTS
DIC
FATIGUE
PHOTOGRAMMETRY
UHPC
topic CYCLIC BENDING TESTS
DIC
FATIGUE
PHOTOGRAMMETRY
UHPC
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv This paper provides experimental results on investigations for the validation of photogrammetric strain measurements of ultra-high-performance concrete (UHPC)-prisms subjected to static and cyclic bending-tensile stress. For this purpose, 4 static and 5 cyclic test series were performed. Damage progresses during loading are monitored by means of a digital image correlation (DIC) system and a clip gauge. The control of the DIC by trigger lists and the measurement noise as a function of the measurement rate are examined. All static tests were performed force controlled with the same testing speed and the same measuring rate of DIC and clip gauge. All cyclic tests were performed with the same upper and lower stress levels but with different loading rates. During the static tests, the DIC can be used to make accurate strain measurements before UHPC failure. In the cyclic tests, the measurement noise of the DIC decreases with an increasing measuring rate. The tests performed confirm the control of the DIC by trigger lists for cyclic tests on UHPC-prisms and show that the measurement noise is negligible in static and cyclic tests.
Fil: Harenberg, Stefan. Technische Universität Kaiserslautern; Alemania
Fil: Pahn, Matthias. Technische Universität Kaiserslautern; Alemania
Fil: Malárics Pfaff, Viktória. Karlsruhe Institute Of Technology; Alemania
Fil: Dehn, Frank. Karlsruhe Institute Of Technology; Alemania
Fil: Caggiano, Antonio. Universitat Technische Darmstadt; Alemania. Consejo Nacional de Investigaciones Científicas y Técnicas. Oficina de Coordinación Administrativa Houssay. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long". Universidad de Buenos Aires. Facultad de Ingeniería. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long"; Argentina
Fil: Schicchi, Diego S.. Universitat Technische Darmstadt; Alemania
Fil: Yang, Sha. Universitat Technische Darmstadt; Alemania
Fil: Koenders, Eddie. Universitat Technische Darmstadt; Alemania
description This paper provides experimental results on investigations for the validation of photogrammetric strain measurements of ultra-high-performance concrete (UHPC)-prisms subjected to static and cyclic bending-tensile stress. For this purpose, 4 static and 5 cyclic test series were performed. Damage progresses during loading are monitored by means of a digital image correlation (DIC) system and a clip gauge. The control of the DIC by trigger lists and the measurement noise as a function of the measurement rate are examined. All static tests were performed force controlled with the same testing speed and the same measuring rate of DIC and clip gauge. All cyclic tests were performed with the same upper and lower stress levels but with different loading rates. During the static tests, the DIC can be used to make accurate strain measurements before UHPC failure. In the cyclic tests, the measurement noise of the DIC decreases with an increasing measuring rate. The tests performed confirm the control of the DIC by trigger lists for cyclic tests on UHPC-prisms and show that the measurement noise is negligible in static and cyclic tests.
publishDate 2019
dc.date.none.fl_str_mv 2019-08
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/121110
Harenberg, Stefan; Pahn, Matthias; Malárics Pfaff, Viktória; Dehn, Frank; Caggiano, Antonio; et al.; Digital image correlation strain measurement of ultra-high-performance concrete-prisms under static and cyclic bending-tensile stress; Wiley Blackwell Publishing, Inc; Structural Concrete; 20; 4; 8-2019; 1220-1230
1464-4177
1751-7648
CONICET Digital
CONICET
url http://hdl.handle.net/11336/121110
identifier_str_mv Harenberg, Stefan; Pahn, Matthias; Malárics Pfaff, Viktória; Dehn, Frank; Caggiano, Antonio; et al.; Digital image correlation strain measurement of ultra-high-performance concrete-prisms under static and cyclic bending-tensile stress; Wiley Blackwell Publishing, Inc; Structural Concrete; 20; 4; 8-2019; 1220-1230
1464-4177
1751-7648
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.1002/suco.201900033
info:eu-repo/semantics/altIdentifier/url/https://onlinelibrary.wiley.com/doi/10.1002/suco.201900033
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Wiley Blackwell Publishing, Inc
publisher.none.fl_str_mv Wiley Blackwell Publishing, Inc
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
_version_ 1844613611032412160
score 13.070432

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