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Balasubramani, N.
- Strength and Deflection of Axially Loaded DSHCFT ColumnsHaving PVC Inner-Steel Outer Pipes Annuarly In-Filled with SCC M35
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Authors
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1 Department of Civil Engineering, Sri Ramakrishna Mission Vidyalaya Polytechnic College, Coimbatore 641 020, Tamilnadu, IN
2 Department of Civil Engineering, Government College of Technology, Coimbatore, 641 013, Tamilnadu, IN
1 Department of Civil Engineering, Sri Ramakrishna Mission Vidyalaya Polytechnic College, Coimbatore 641 020, Tamilnadu, IN
2 Department of Civil Engineering, Government College of Technology, Coimbatore, 641 013, Tamilnadu, IN
Source
Indian Journal of Science and Technology, Vol 8, No S7 (2015), Pagination: 11-15Abstract
This paper presents the experimental study of six Double Skinned Hollow Concrete Filled steel Tubular (DSHCFT) columns consisting of PVC inner and mild Steel outer pipes in-filled with Self Compacting Concrete (SCC). The grade of SCC and the yield strength of steel used were M35 and 250 MPa respectively. The Columns were tested for axial load and Loaddeflection, Ultimate compressive strength were studied and reported. The experimental results are verified with European Code (EC4) and found as conservative. The PVC tube is found as a reasonably suitable alternate material for moderately loaded DSHCFT columns.Keywords
DSHCFT, Ductility, Load – Deflection, PVC Inner-Steel Outer, SCC, Ultimate Load.- Experimental Study on Self Compacting Concrete (M25) with 25% Fly Ash Incorporating 10% Replacement of Coconut-Shell as Coarse Aggregate
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Authors
Affiliations
1 Deptt. of Civil Engineering, Government College of Technology, Coimbatore, Tamil Nadu, IN
2 Deptt. of Civil Engineering, Sri Ramakrishna Mission Vidyalaya Polytechnic College, Coimbatore-641 020, T.N., IN
1 Deptt. of Civil Engineering, Government College of Technology, Coimbatore, Tamil Nadu, IN
2 Deptt. of Civil Engineering, Sri Ramakrishna Mission Vidyalaya Polytechnic College, Coimbatore-641 020, T.N., IN