Record number :
1494392
Title of article :
Strength and behavior of steel plate–concrete wall structures using ordinary and eco-oriented cement concrete under axial compression
Author/Authors :
Choi، نويسنده , , Byong-Jeong and Kang، نويسنده , , Cheol-Kyu and Park، نويسنده , , Ho-Young، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2014
Pages :
12
From page :
313
To page :
324
Abstract :
The main objectives of this study are to describe the compressive behavior and to determine the squash load of steel plate–concrete (SC) wall structures using ordinary and eco-oriented cement concrete. The major parameters in this research were the material of the concrete and width–thickness (B/t) ratio of surface steel plate. Six SC wall specimens were tested in compression in this test. In the three specimens, to reduce emissions of carbon dioxide (CO2), some of the cement in weight was replaced by the Hwangtho (red clay) which is traditional and environmental material. The failure behavior, buckling behavior of the surface steel plate, the effective buckling length factors and plate buckling coefficient are discussed. Based on the test results, simplified rule was suggested to evaluate the buckling stress for surface steel plate. Several comparisons were made to evaluate the predicted strengths and test results.
Keywords :
Steel plate–concrete (SC) structures , Plate Buckling , B/t ratio , Effective length factor , Eco-oriented cement concrete
Journal title :
Thin-Walled Structures
Journal title :
Thin-Walled Structures
Serial Year :
2014
Link To Document :
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