Search

Your search keyword '"Banfi, Mike"' showing total 20 results
Start Over Author "Banfi, Mike"
20 results on '"Banfi, Mike"'

2. Eurpean Mandate M515, CEN/TC250/SC4.T6 - Background Documents for prEN 1994-1-1

Author

CEN [research center], European Mandate M515 [sponsor], Schäfer, Markus, Hicks, Stephen, Kurz, Wolfgang, Banfi, Mike, Martin, Pierre-Olivier, CEN [research center], European Mandate M515 [sponsor], Schäfer, Markus, Hicks, Stephen, Kurz, Wolfgang, Banfi, Mike, and Martin, Pierre-Olivier

Abstract

Background Documents for prEN 1994-1-1

Published
2022

3. Draft for second generation of prEN 1994-1-1, November 2021

Author

European Mandate M515 [sponsor], Schäfer, Markus, Hicks, Stephen, Kurz, Wolfgang, Banfi, Mike, Martin, Pierre-Olivier, European Mandate M515 [sponsor], Schäfer, Markus, Hicks, Stephen, Kurz, Wolfgang, Banfi, Mike, and Martin, Pierre-Olivier

Abstract

Development of second generation for Eurocode 4, part 1: prEN 1994-1-1: November 2021- Draft + Respons on comments

Published
2021

4. Draft prEN 1994-1-1: 042020 + comments, Document

Author

CEN [research center], European Mandate M515 [sponsor], Schäfer, Markus, Hicks, Stephen, Banfi, Mike, Kurz, Wolfgang, Martin, Pierre-Olivier, CEN [research center], European Mandate M515 [sponsor], Schäfer, Markus, Hicks, Stephen, Banfi, Mike, Kurz, Wolfgang, and Martin, Pierre-Olivier

Abstract

Development of second generation for Eurocode 4, part 1: prEN 1994-1-1: April 2020

Published
2020

7. PLASTIC DESIGN FOR COMPOSITE BEAMS - ARE THERE ANY LIMITS?

Author

Schäfer, Markus, Zhang, Qingjie, Braun, Banfi, Mike, Schäfer, Markus, Zhang, Qingjie, Braun, and Banfi, Mike

Abstract

Due to the demand for sustainable constructions, composite structures have become more important and lead to slim and economic solutions with a low structural self-weight. EN 1994-1-1 differentiate four different cross-section classes for the determination of moment resistance. For the plastic design of the moment resistance it is assumed, that each cross-sectional fibre can plastify without any limitation of the strains. For standard composite beams in case of sagging moments and a high-lying plastic neutral axis, plastic design and strain-limited design give similar results. In the case of sections with a large compression zone height xpl and limited rotation capacity, a concrete failure in the compression zone can occur before the plastic moment resistance Mpl,Rd, is reached. The strain limit design becomes decisive. This paper points out the impact of the concrete part on the design of composite beams. A parametric study comparing plastic and strain limited moment resistance of a considerable variety of cross-sections has been carried out to develop the beam design methods considering high compression zone height of next generation of Eurocodes.

Published
2019

8. Project Team SC4 T6 interim reports April 2019 Draft EN 1994-1-1

Author

CEN European Committee for Standardization [research center], EU [sponsor], Member of CEN TC250/SC4 and members of National Standard Bodies [commanditer], Schäfer, Markus, Banfi, Mike, Hicks, Stephen, Kurz, Wolfgang, Martin, Pierre-Olivier, CEN European Committee for Standardization [research center], EU [sponsor], Member of CEN TC250/SC4 and members of National Standard Bodies [commanditer], Schäfer, Markus, Banfi, Mike, Hicks, Stephen, Kurz, Wolfgang, and Martin, Pierre-Olivier

Abstract

April draft of second generation for Eurocode 4: EN 1994-1-1; Outcome from SC4.T6

Published
2019

10. Background Report to EN 1994 - Plastic moment resistance of composite beams

Author

CEN/TC 250/SC 4 Eurocode 4: Design of composite steel and concrete structures [commanditer], Schäfer, Markus, Banfi, Mike, CEN/TC 250/SC 4 Eurocode 4: Design of composite steel and concrete structures [commanditer], Schäfer, Markus, and Banfi, Mike

Abstract

As part of the development of the second generation of Eurocodes and harmonization of the different European Codes, some clarifications deal with the design value of concrete compression strength and the bending design of steel-composite sections. The following background document describes the issues in design and confusions between Eurocode 2 for the design of concrete structures and Eurocode 4 for the design of composite structures in steel and concrete. The first part is concentrated on the background information and the accentuation of limits for plastic bending design. While the second part represents the results of multiple comparisons between plastic and strain limited design leading to a new design approach.

Published
2017

13. CEN/TC250/SC4.T1:Assessment of the systematic review for Eurocode 4 by Projectteam SC4.T1

Author

Banfi, Mike, Mensinger, Martin, Schäfer, Markus, Santos, Joao Pedro, Ortega, Miguel, Wojciech, Lorenc, Banfi, Mike, Mensinger, Martin, Schäfer, Markus, Santos, Joao Pedro, Ortega, Miguel, and Wojciech, Lorenc

Abstract

Development of second Generation of Eurocode 4, Projetcteam CEN/TC250/SC4/T1, Comments and Assemenent of review from Industries to EN 1994-1-1, EN 1994-1-2, EN 1994-2

Published
2016

Catalog

Books, media, physical & digital resources
See catalog results