Analysis of cold formed steel sheet pile for earth retaining wall
نویسندگان
چکیده
Failure loads of sheet pile having various profiles such as U, Z and Omega/Hat under compression was carried out by using equations strength materials compared the failure load modes Euler’s buckling, torsional buckling due to yielding. Compared flexure finite element analysis. Sheet can be analyzed a unit cell for simplified For selecting with omega/Hat section profile containing one eight numbers checked convergence bending stress maximum lateral deflection. Interlocks were three different conditions plane interlock, interlock filled bitumen welded interlock. Location neutral axis wall will affect stability structure. piles cross sections studied shear along section. From structural performance omega/hat considered most efficient cold formed steel because its more carrying capacity high torsion resistance less stress. Results from analysis selection shows that deflection value converge at 6 profiles.
 Keywords: piles, building, resistance.
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ژورنال
عنوان ژورنال: Sustainability, Agri, Food and Environmental Research
سال: 2021
ISSN: ['0719-3726']
DOI: https://doi.org/10.7770/safer-v10n1-art2480