Access the full text.
Sign up today, get DeepDyve free for 14 days.
Cenk Üstündag (2007)
Beitrag zur Bemessung von Verbundträgern unter ermüdungswirksamen Beanspruchungen
G. Hanswille, M. Porsch, Cenk Üstündag (2006)
Neue Untersuchungen zum Ermüdungsverhalten von KopfbolzendübelnStahlbau, 75
Keywords: headed shear studs; fatigue; damage accumulation; residual strength
D. Oehlers (1990)
Deterioration in Strength of Stud Connectors in Composite Bridge BeamsJournal of Structural Engineering-asce, 116
(2009)
Structural Testing of Composite Structures of Steel and Concrete, Chapter 3.2.3, Models for the Fatigue Resistance of Composite Structures, Chapter 3.3.5
G. Hanswille, M. Porsch, C. Ustundag (2007)
Resistance of headed studs subjected to fatigue loading Part II: Analytical studyJournal of Constructional Steel Research, 63
G. Hanswille, M. Porsch, C. Ustundag (2007)
Resistance of headed studs subjected to fatigue loading: Part I: Experimental studyJournal of Constructional Steel Research, 63
C. Hendy, R. Johnson (2006)
General rules and rules for bridges
Markus Porsch (SFI, EWE): Ingenieurgesellschaft HRA GmbH, Hauptstr. 17-19, Gebäude 6321
(2010)
Modellierung von Schädigungsmechanismen zur Beurteilung der Lebensdauer von Verbundkonstruktionen aus Stahl und Beton. PhD thesis
R. Johnson, Douglas Anderson (2004)
General rules and rules for buildings
(2009)
DIN-Fachbericht 104: Verbundbrücken
(2002)
ECSC Research Report: Use of high strength steel S460 – Chapter 5: Composite beams made of high strength steel and normal strength concrete, Final report
K. Chung, R. Narayanan (1994)
Composite column design to Eurocode 4 : based on DD ENV 1994-1-1: 1994 Eurocode 4: design of composite steel and concrete structures: part 1.1: general rules and rules for buildings
A. Beeby, R. Narayanan (1993)
CONCISE EUROCODE FOR THE DESIGN OF CONCRETE BUILDINGS. BASED ON BSI PUBLICATION DD ENV 1992-1-1: 1992. EUROCODE 2: DESIGN OF CONCRETE STRUCTURES. PART 1: GENERAL RULES AND RULES FOR BUILDINGS
M. Veljković, B. Johansson (2006)
Residual static resistance of welded stud shear connectors
In current German and international standards for composite structures of steel and concrete, the determination of the ultimate load capacity and the fatigue life of headed shear studs is carried out with separate and independent verifications at the ultimate, serviceability and fatigue limit states. The fatigue resistance is verified in a similar way to steel structures, based on a nominal stresses concept and linear damage accumulation according to Palmgren‐Miner. The effect of pre‐damage due to fatigue loading at both the ultimate and serviceability limit states is not considered. Because cyclic loading of headed shear studs leads to a decrease in the static strength of stud connectors, the assumptions for independent limit states are not given and the reliability index of steel‐concrete composite structures subjected to fatigue loading may fall below the target values in codes. This paper deals with the results of a comprehensive programme of experimental work with more than 90 standard EC4 push‐out test specimens and two full‐scale beam tests which consider the crack propagation through the stud foot and the local damage to the concrete surrounding the studs as relevant consequences of highcycle loading. Based on the results of the push‐out tests, new design methods were developed to predict the fatigue life and the residual strength of headed shear studs after high‐cycle loading. Considering the interaction between the local damage and the behaviour of the global structure, these research results were taken as the basis for simulating the cyclic behaviour of composite beams by means of a damage accumulation method.
Steel Construction: Design and Research – Wiley
Published: Sep 1, 2010
Keywords: ; ; ;
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.