Details

Design of Fastenings for Use in Concrete


Design of Fastenings for Use in Concrete

The CEN/TS 1992-4 Provisions
Beton-Kalender Series 1. Aufl.

von: Rainer Mallée, Rolf Eligehausen, Konrad Bergmeister, Frank Fingerloos, Johann-Dietrich Wörner

43,99 €

Verlag: Ernst & Sohn
Format: PDF
Veröffentl.: 15.03.2013
ISBN/EAN: 9783433602706
Sprache: englisch
Anzahl Seiten: 170

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Beschreibungen

The European pre-standard CEN/TS 1992-4 for the design of fastenings by means of headed studs, anchor channels as well as post-installed mechanical and chemical anchors is ready for use. The background and interpretation of the provisions related to the determination of actions and resistances based on limit state design, durability, fire resistance, fatigue and earthquake actions as required by CEN/TS 1992 are described in detail. Selected chapters from the German concrete yearbook are now being published in the new English "Beton-Kalender Series" for the benefit of an international audience. Since it was founded in 1906, the Ernst & Sohn "Beton-Kalender" has been supporting developments in reinforced and prestressed concrete. The aim was to publish a yearbook to reflect progress in "ferro-concrete" structures until - as the book's first editor, Fritz von Emperger (1862-1942), expressed it - the "tempestuous development" in this form of construction came to an end. However, the "Beton-Kalender" quickly became the chosen work of reference for civil and structural engineers, and apart from the years 1945-1950 has been published annually ever since.
Einleitung Anwendungsbereich Grundlagen der Bemessung - Allgemeines - Nachweisverfahren - Teilsicherheitsbeiwerte Ableitung der Lasteinwirkungen - Allgemeines - Zuglasten - Querlasten - Zugkrafte in einer Zusatzbewehrung Nachweis von Dubeln (mechanische Systeme) im Grenzzustand der Tragfahigkeit auf Basis der Elastizitatstheorie - Allgemeines - Widerstand bei Zugbeanspruchung - Widerstand bei Querbeanspruchung - Widerstand bei kombinierter Zug- und Querbeanspruchung Nachweis von Dubeln (chemische Systeme) im Grenzzustand der Tragfahigkeit auf Basis der Elastizitatstheorie - Allgemeines - Widerstand bei Zugbeanspruchung - Widerstand bei Querbeanspruchung - Widerstand bei kombinierter Zug- und Querbeanspruchung Nachweis von Kopfbolzen im Grenzzustand der Tragfahigkeit auf Basis der Elastizitatstheorie - Allgemeines - Zugkrafte in einer Zusatzbewehrung - Widerstand bei Zugbeanspruchung - Widerstand bei Querbeanspruchung - Widerstand bei kombinierter Zug- und Querbeanspruchung Nachweis von Ankerschienen im Grenzzustand der Tragfahigkeit auf Basis der Elastizitatstheorie - Allgemeines - Zugkrafte in einer Zusatzbewehrung - Widerstand bei Zugbeanspruchung - Widerstand bei Querbeanspruchung - Widerstand bei kombinierter Zug- und Querbeanspruchung Ansatz fur die Bemessung von Dubeln und Kopfbolzen nach der Plastizitatstheorie Dauerhaftigkeit Brandbeanspruchung Erdbeben Literatur
Rolf Eligehausen, Prof. Dr.-Ing., studied structural engineering at the Technical University Braunschweig and gained his doctorate from the University Stuttgart. Following two years of research at the University of California Berkeley, he became professor for fastenings technology at the University Stuttgart in 1984. Professor Eligehausen is a member of numerous national and international expert commissions in the fields of steel-reinforced concrete and fastening technology and the author of a large number of articles and books on these topics. Rainer Mallee, Dr.-Ing., studied structural engineering at the Technical University Braunschweig and gained his doctorate from the University Stuttgart. Between 1980 and 1987 he was head of Professor Rehm's engineering bureau in Munich, before becoming head of development in fastening elements at fischer in Waldachtal, Germany. Between 1996 and 2010 he was head of research at the fischer group of companies. Prior to his retirement in 2010 he was a member of numerous national and international expert commissions in the fields of fastening technology and the author of a large number of articles on these topics. Werner Fuchs, Dr.-Ing., studied structural engineering at the Technical University Karlsruhe and gained his doctorate from the University Stuttgart. Between 1991 and 1997 he assumed a senior position at Hilti's R&D center in Kaufering, Germany. In 1997 Dr. Fuchs returned to the University of Stuttgart, where he manages research and coordination of projects in different fields pertaining to fastenings in concrete and masonry. Since 2003 he is also lecturer for fastening technology at the University Karlsruhe. He is a member of numerous national and international expert commissions in the fields of steel-reinforced concrete and fastening technology. He has published a large number of articles related to these topics.
The European pre-standard CEN/TS 1992-4 for the design of fastenings by means of headed studs, anchor channels as well as post-installed mechanical and chemical anchors is ready for use. The background and interpretation of the provisions related to the determination of actions and resistances based on limit state design, durability, fire resistance, fatigue and earthquake actions as required by CEN/TS 1992 are described in detail.Selected chapters from the German concrete yearbook are now being published in the new English "Beton-Kalender Series" for the benefit of an international audience.Since it was founded in 1906, the Ernst & Sobin "Beton Kalender" has been supporting developments in reinforced and prestressed concrete. The aim was to publish a yearbook to reflect progress in "ferro-concrete" structures until - as the book's first editor, Fritz von Emperger (1862-1942), expressed it - the "tempestuous development" in this form of construction came to an end. However, the "Beton Kalender" quickly became the chosen work of reference for civil and structural engineers, and apart from the years 1945-1950 has been published annually ever since.

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