Influence of temperature be low 100 °c on the mechanical properties of concrete

Publikation: Beitrag in FachzeitschriftKonferenzaufsatz in FachzeitschriftForschungPeer-Review

Autoren

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  • Karlsruher Institut für Technologie (KIT)
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Details

OriginalspracheEnglisch
Seiten (von - bis)261-262
Seitenumfang2
Fachzeitschriftfib Symposium
PublikationsstatusVeröffentlicht - 2015
Extern publiziertJa
VeranstaltungInternational fib Symposium on Concrete - Innovation and Design, 2015 - Copenhagen, Dänemark
Dauer: 18 Mai 201520 Mai 2015

Abstract

The paper presents the conception of a constitutive model able to estimate the influence of elevated temperature below 100 °C on the mechanical propenies of concrete. The capabilities of the constitutive model are demonstrated with an exemplary calculation.

ASJC Scopus Sachgebiete

Zitieren

Influence of temperature be low 100 °c on the mechanical properties of concrete. / Acosta, Fernando; Haist, Michael; Müller, Harald S.
in: fib Symposium, 2015, S. 261-262.

Publikation: Beitrag in FachzeitschriftKonferenzaufsatz in FachzeitschriftForschungPeer-Review

Acosta, F, Haist, M & Müller, HS 2015, 'Influence of temperature be low 100 °c on the mechanical properties of concrete', fib Symposium, S. 261-262.
Acosta, F., Haist, M., & Müller, H. S. (2015). Influence of temperature be low 100 °c on the mechanical properties of concrete. fib Symposium, 261-262.
Acosta, Fernando ; Haist, Michael ; Müller, Harald S. / Influence of temperature be low 100 °c on the mechanical properties of concrete. in: fib Symposium. 2015 ; S. 261-262.
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title = "Influence of temperature be low 100 °c on the mechanical properties of concrete",
abstract = "The paper presents the conception of a constitutive model able to estimate the influence of elevated temperature below 100 °C on the mechanical propenies of concrete. The capabilities of the constitutive model are demonstrated with an exemplary calculation.",
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AU - Acosta, Fernando

AU - Haist, Michael

AU - Müller, Harald S.

PY - 2015

Y1 - 2015

N2 - The paper presents the conception of a constitutive model able to estimate the influence of elevated temperature below 100 °C on the mechanical propenies of concrete. The capabilities of the constitutive model are demonstrated with an exemplary calculation.

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KW - Concrete mechanical propenies

KW - Service life

KW - Temperature effects

KW - Water transpon

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JO - fib Symposium

JF - fib Symposium

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Y2 - 18 May 2015 through 20 May 2015

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