Shear Lag Effect In The Numerical Experiment

Archives of civil engineering

M. Szumiga?aDSc., PhD., Prof. Poznan University of Technology, Faculty of Civil Engineering and Environmental Engineering, Piotrowo 5, 60-965 Pozna?, PolandEmailOther articles by this author:De Gruyter OnlineGoogle Scholar¹  K. CiesielczykMSc, Poznan University of Technology, Faculty of Civil Engineering and Environmental Engineering, Piotrowo 5, 60-965 Pozna?, PolandEmailOther articles by this author:De Gruyter OnlineGoogle Scholar² 

[1] DSc., PhD., Prof. Poznan University of Technology, Faculty of Civil Engineering and Environmental Engineering, Piotrowo 5, 60-965 Pozna?, Poland;MSc, Poznan University of Technology, Faculty of Civil Engineering and Environmental Engineering, Piotrowo 5, 60-965 Pozna?, Poland

关键词: Keywords: Eurocode 3;    numerical analysis;    plated structural elements;    shear lag effect;   

DOI  :  10.1515/ace-2015-0023

学科分类：建筑学

来源: Polska Akademia Nauk * Instytut Podstawowych Problemow Techniki / Polish Academy of Sciences, Institute of Fundamental Technological Research

【 摘 要 】

The standard PN-EN 1993-1-5: 2008 (Eurocode 3) compared with the standard (PN-B-03200: 1990) used previously in Poland, introduces extended rules referring to the computations of the bearing capacity of the plated structural elements including the shear lag effect. The stress distribution in the width flanges is variable. Therefore in the case of the beam with the shear lag effect cannot be calculated by the classic beam theory.

【 授权许可】

Unknown