Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Experimental Studies on Steel Beam-to-Column Connections Under Elevated Temperature
The connection behaviour of square hollow section as column welded with I-section as beam (SHCWIB) is commonly used in the construction of modern steel buildings. The behaviour of such connections under elevated temperature or fire load is limited. In this paper, the experimental studies on the behaviour of SHCWIB connection, subjected to an elevated temperature (of 600 °C) and mechanical load, are presented. The beam-to-column connection is initially exposed to the elevated temperature and then cooled to the room temperature. Pre-thermally damaged connection is subjected to an increasing monotonic load while the column member is subjected to a constant axial compression. It is observed that the connection failed at lower loads due to the combination of P-delta effect and pre-thermal damage.
Experimental Studies on Steel Beam-to-Column Connections Under Elevated Temperature
The connection behaviour of square hollow section as column welded with I-section as beam (SHCWIB) is commonly used in the construction of modern steel buildings. The behaviour of such connections under elevated temperature or fire load is limited. In this paper, the experimental studies on the behaviour of SHCWIB connection, subjected to an elevated temperature (of 600 °C) and mechanical load, are presented. The beam-to-column connection is initially exposed to the elevated temperature and then cooled to the room temperature. Pre-thermally damaged connection is subjected to an increasing monotonic load while the column member is subjected to a constant axial compression. It is observed that the connection failed at lower loads due to the combination of P-delta effect and pre-thermal damage.
Experimental Studies on Steel Beam-to-Column Connections Under Elevated Temperature
Lect.Notes Mechanical Engineering
Voruganti, Hari Kumar (Herausgeber:in) / Kumar, K. Kiran (Herausgeber:in) / Krishna, P. Vamsi (Herausgeber:in) / Jin, Xiaoliang (Herausgeber:in) / Cinitha, A. (Autor:in) / Nandhini, V. (Autor:in)
02.02.2020
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Square hollow section , Moment connection , Elevated temperature , Monotonic loading Engineering , Engineering Thermodynamics, Heat and Mass Transfer , Automotive Engineering , Tribology, Corrosion and Coatings , Engineering Design , Engineering Fluid Dynamics , Computer-Aided Engineering (CAD, CAE) and Design
Numerical Studies on Slotted Steel Beam-Column Connections
British Library Conference Proceedings | 2005
|Behavior of steel pallet rack beam-to-column connections at elevated temperatures
Online Contents | 2016
|Steel beam-column building connections
Elsevier | 1990
|Experimental Studies on Prestressed Concrete Beam-Column Connections
British Library Conference Proceedings | 1997
|