1. Investigation on behaviour of horizontally spliced ceiling girders employed in boiler structures
- Author
-
Harikrishna, T., Thomas, A. Cyril, and Baskar, K.
- Abstract
The purpose of this study is to investigate the effect of a horizontal web splice on a power plant ceiling girder (CG) with transverse stiffeners. Case study is conducted through two ceiling girders, viz. (1) a girder made of steel having a yield stress of 410 MPa in the flanges and end stiffeners and 250 MPa at the web and intermediate stiffeners, and (2) a girder made of steel having a yield stress of 350 MPa in flanges and end stiffeners and 250 MPa in the web and intermediate stiffeners. The design of horizontal splice is done by considering the horizontal shear at splice location, compressive force in splice flange, and various failure criteria of connectors and other elements. Design methodology followed in IS 11384: 1985, Code of practice for composite construction in structural steel and concrete, Bureau of Indian Standards Manak Bhavan New Delhi, India, 1985 and IRC 22: 2008, Standard specifications and code of practice for road bridges, section VI: composite construction (Limit State Design). (Third Revision), Indian Roads Congress, New Delhi, 2008 for composite construction is applied for the design of horizontal splice (stiffeners), which nearly provides the same design results. “Average Shear Force Method” is employed in the design of horizontal splice in CGs. Non-linear finite-element analysis was carried to identify the optimum location of the horizontal splice using the commercial general purposed finite-element analysis tool ABAQUS®. Three different locations of horizontal splice such as 0.3dw, 0.4dwand 0.5dwfrom top were considered in the analysis. Based on the numerical results, it is concluded that the horizontal splice provided at 0.5dwsignificantly enhances the ultimate load-carrying capacity, ductility and bending stiffness of the girder.
- Published
- 2023
- Full Text
- View/download PDF