ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

Laboratory Testing of Mechanical Rock Bolts

by Koon MengKabir Chua, Engineering Mechanics Research Corp, Troy, United States,
Jerry Lovato, Engineering Mechanics Research Corp, Troy, United States,
Roy Cook, Engineering Mechanics Research Corp, Troy, United States,
J. B. Kennedy, Engineering Mechanics Research Corp, Troy, United States,



Document Type: Proceeding Paper

Part of: Engineering Mechanics

Abstract:

An analytical solution to a boundary value problem of a clamped cylindrical panel with anti-symmetric angle-ply laminations subjected to transverse loads is presented. Sanders' kinematic relations that incorporate first order shear deformation theory are considered to represent the deformation characteristic of the cylindrical panel. The deformation characteristic is defined by five highly coupled linear second-order partial deferential equations with constant coefficients. These equations together with prescribed boundary conditions are solved using a recently developed generalized Navier's approach. Numerical results are compared with those using NISA, a general purpose commercially available finite element code.

Subject Headings: Panels (structural) | Laboratory tests | Structural analysis | Soil deformation | Load tests | Laminated materials | Finite element method

Services: Buy this book/Buy this article

 

Return to search