The axial loading of a rigid circular anchor plate embedded in an elastic half‐space
Source abstract
Abstract
Abstract The present paper examines the axisymmetric problem related to the loading of a rigid circular anchor plate which is embedded in bonded contact with an isotropic elastic half‐space. A Hankel transform development of the governing equations is used to reduce the associated mixed boundary value problem to a set of coupled Fredholm integral equations of the second kind. These equatons are solved in a numerical fashion to generate results of engineering interest. In particular, the results indicate the influence of the depth of embedment on the axial stiffness of the rigid anchor plate.
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Research context
OpenAlex topics: Numerical methods in engineering · Railway Engineering and Dynamics · Geotechnical Engineering and Underground Structures
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References (33)
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