RISSFLAECHEN IM BETON IM BEREICH VON UEBERGREIFUNGSSTOESSEN ZUGBEANSPRUCHTER RIPPENSTAEHLE.

Michael Betzle; Siegfried Stoeckl; Herbert Kupfer

RISSFLAECHEN IM BETON IM BEREICH VON UEBERGREIFUNGSSTOESSEN ZUGBEANSPRUCHTER RIPPENSTAEHLE.

Michael Betzle, Siegfried Stoeckl, Herbert Kupfer

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Publikation: Beitrag in Fachzeitschrift › Artikel › Begutachtung

Abstract

Three-dimensional crack planes around lap splices are described. Test specimens were subjected to loads so that epoxy resin could be inserted into open cracks. After a period of hardening of epoxy slabs were sawed and crack planes examined. The results are assessed.

Titel in Übersetzung	Cracks in Concrete Around Lap Splices of Deformed Tension Bars.
Originalsprache	Deutsch
Seiten (von - bis)	83-115
Seitenumfang	33
Fachzeitschrift	Deutscher Ausschuss fuer Stahlbeton
Ausgabenummer	347
Publikationsstatus	Veröffentlicht - 1983

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title = "RISSFLAECHEN IM BETON IM BEREICH VON UEBERGREIFUNGSSTOESSEN ZUGBEANSPRUCHTER RIPPENSTAEHLE.",

abstract = "Three-dimensional crack planes around lap splices are described. Test specimens were subjected to loads so that epoxy resin could be inserted into open cracks. After a period of hardening of epoxy slabs were sawed and crack planes examined. The results are assessed.",

author = "Michael Betzle and Siegfried Stoeckl and Herbert Kupfer",

year = "1983",

language = "Deutsch",

pages = "83--115",

journal = "Deutscher Ausschuss fuer Stahlbeton",

issn = "0171-7197",

number = "347",

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T1 - RISSFLAECHEN IM BETON IM BEREICH VON UEBERGREIFUNGSSTOESSEN ZUGBEANSPRUCHTER RIPPENSTAEHLE.

AU - Betzle, Michael

AU - Stoeckl, Siegfried

AU - Kupfer, Herbert

PY - 1983

Y1 - 1983

N2 - Three-dimensional crack planes around lap splices are described. Test specimens were subjected to loads so that epoxy resin could be inserted into open cracks. After a period of hardening of epoxy slabs were sawed and crack planes examined. The results are assessed.

AB - Three-dimensional crack planes around lap splices are described. Test specimens were subjected to loads so that epoxy resin could be inserted into open cracks. After a period of hardening of epoxy slabs were sawed and crack planes examined. The results are assessed.

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M3 - Artikel

AN - SCOPUS:0021010154

SN - 0171-7197

SP - 83

EP - 115

JO - Deutscher Ausschuss fuer Stahlbeton

JF - Deutscher Ausschuss fuer Stahlbeton

IS - 347

ER -

RISSFLAECHEN IM BETON IM BEREICH VON UEBERGREIFUNGSSTOESSEN ZUGBEANSPRUCHTER RIPPENSTAEHLE.

Abstract

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