Response of Euler–Bernoulli beam on spatially random elastic soil |
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| Institution: | 1. School of Infrastructure, Indian Institute of Technology Bhubaneswar, Bhubaneswar 751 013, India;2. Department of Civil and Environmental Engineering, University of Waterloo, 200 University Avenue W, Waterloo, ON, Canada N2L 3G1;1. Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, PR China;2. MOE Key Lab of Soft Soils and Geo-environmental Engineering, Zhejiang University, Hangzhou 310058, PR China;1. School of Materials Science and Engineering, Nanjing Tech University, Nanjing, 210009, Jiangsu, China;2. Jiangsu Collaboration Innovation Center for Advanced Inorganic Function Composites, Nanjing, 210009, Jiangsu, China;3. China Geol Survey, Nanjing Ctr, Nanjing, 210016, Jiangsu, China;4. School of Materials Science and Engineering, Georgia Institute of Technology, Atlanta, 30332, GA, USA;1. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China;2. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China;3. School of Civil Engineering, Hefei University of Technology, Hefei 230009, China;1. Federal University of South Bahia, Itabuna, Bahia, Brazil;2. Bridge Software Institute, Department of Civil and Coastal Engineering, University of Florida, Gainesville, FL, USA;3. Computer Laboratory for Granular Physics Studies, Engineering School of Sustainable Infrastructure and Environment, University of Florida, Gainesville, FL, USA |
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| Abstract: | A new method is developed for analysis of flexible foundations (beams) on spatially random elastic soil. The elastic soil underneath the beams is treated as a continuum, characterized by spatially random Young’s modulus and constant Poisson’s ratio. The randomness of the soil Young’s modulus is modeled using a two-dimensional non-Gaussian, homogeneous random field. The beam geometry and Young’s modulus are assumed to be deterministic. The total potential energy of the beam-soil system is minimized, and the governing differential equations and boundary conditions describing the equilibrium configuration of the system are obtained using the variational principles of mechanics. The differential equations are solved using the finite element and finite difference methods to obtain the beam and soil displacements. Four different beam lengths, representing moderately short, moderately long and long beams are analyzed for beam deflection, differential settlement, bending moment and beam shear force. The statistics of the beam responses are investigated using Monte Carlo simulations for different beam-soil modulus ratios and for different variances and scales of fluctuations of the soil Young’s modulus. Suggestions regarding the use of the analysis in design are made. A novelty in the analysis is that the two-dimensional random heterogeneity of soil is taken into account without the use of traditional two-dimensional numerical methods, which makes the new approach computationally efficient. |
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