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A Simplified Soil-Structure Interaction Based Method for Calculating Deflection of Buried Pipe
Abstract Soil-pipe interaction analysis was performed using the continuum theory solution and the finite element method to develop simplified equations for deflection of buried flexible pipes. The hoop and bending components of pipe deflections were studied extensively to determine the influence of different soil and pipe parameters on deflection calculations. Then, two separate simplified equations were developed for the hoop and bending components of the pipe deflection. Two factors were incorporated in the equation for bending deflection to capture the effects of different parameters. Values of those factors were determined for steel and thermoplastic pipes. The proposed simplified equations logically incorporate the hoop and bending stiffness of the soil-pipe interaction.
A Simplified Soil-Structure Interaction Based Method for Calculating Deflection of Buried Pipe
Abstract Soil-pipe interaction analysis was performed using the continuum theory solution and the finite element method to develop simplified equations for deflection of buried flexible pipes. The hoop and bending components of pipe deflections were studied extensively to determine the influence of different soil and pipe parameters on deflection calculations. Then, two separate simplified equations were developed for the hoop and bending components of the pipe deflection. Two factors were incorporated in the equation for bending deflection to capture the effects of different parameters. Values of those factors were determined for steel and thermoplastic pipes. The proposed simplified equations logically incorporate the hoop and bending stiffness of the soil-pipe interaction.
A Simplified Soil-Structure Interaction Based Method for Calculating Deflection of Buried Pipe
Dhar, Ashutosh Sutra (author) / Kabir, Md. Aynul (author)
2007-01-01
11 pages
Article/Chapter (Book)
Electronic Resource
English
Continuum Theory , Ductile Iron , Pipe Material , Lateral Earth Pressure , Pipe Product Physics , Soft and Granular Matter, Complex Fluids and Microfluidics , Continuum Mechanics and Mechanics of Materials , Building Materials , Geoengineering, Foundations, Hydraulics , Numerical and Computational Physics
A Simplified Soil-Structure Interaction Based Method for Calculating Deflection of Buried Pipe
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