Author(s) :
Jestin John
Conference Name :
International Conference on scientific innovations in Science, Technology, and Management (NGCESl-2023)
Abstract :
Cold formed steel members are these days been utilised in the fabrication of thin walled members the usage of a roll-forming method to provide purlins, ground joists, and other structural bearers. Such members are regularly subjected to transversely focused loads which may additionally a critical web crippling failure. Web crippling is a not unusual mode of failure in web elements of thin walled beams under focused loads or reactions. Lipped channel beams (LCB’S) are usually used as floor joists and bearers in the production enterprise. This paper describes a numerical modeling based research study undertaken to study the web crippling of lipped channel beam under the End One Flange (EOF) loading and Interior One Flange (IOF) loading. Finite element models had been advanced by using ANSYS software program to recognize the web crippling behavior of lipped channel beams is proven using the data available in the literature. Numerical research is executed in an effort to provide stiffeners in lipped channel beam inspect greater about the web crippling behavior of lipped channel beam. The results indicate that the numerical model can be similarly progressed web crippling capacity by incorporating stiffeners in lipped channel beam.