Assessment of galvanized steel pipes for water service in buildings by direct diagnosis method

2007 ◽  
Vol 56 (5) ◽  
pp. 335-343 ◽  
Author(s):  
Cheol-Ho Bae ◽  
No-Suk Park ◽  
Sang-Young Park ◽  
Hyun-Dong Lee ◽  
Seong-Ho Hong
Author(s):  
Cüneyt YETKİN ◽  
Şerif ÇİTİL ◽  
Ali İhsan KAYA

In this study, the mechanical properties of steel pipe joints bonded with an acrylic adhesive under torsion were investigated by considering different overlap lengths and curvilinear radii. For this purpose, St-37 galvanized steel pipes with ØD = 21.3 mm outer and Ød = 15.9 mm inner diameters were modeled in three dimensions by creating 8, 10, 12 mm overlapping lengths in male and female form and 30, 40 and 50 mm curvilinear radii on the forehead regions. Numerical analyzes of the created models were performed in the ANSYS Workbench program, and samples with an overlap length of 10 mm were prepared on the CNC (Computer Numerical Control) bench to verify the numerical analysis. The prepared male and female specimens were joined using an acrylic-based DP810 structural adhesive resistant to humid environments, curable at room temperature, and validation experiments were carried out. After the study, obtained numerical and experimental data showed that pipe lap joints subjected to torsional moment with the same lap length but different curvilinear radius have been observed to vary significantly in the amount of load they carry. In addition, as the overlap length increased, the amount of load they carried increased. Also, in this study was compared by performing stress analyzes according to the overlap length and radii of curvature.


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