W. A. Samad
Rochester Institute of Technology - Dubai
25 Papers
70 Citations
W. A. Samad is an academic researcher from Rochester Institute of Technology - Dubai. The author has contributed to research in topics: Stress (mechanics) & Thermoelastic damping. The author has an hindex of 5, co-authored 23 publications. Previous affiliations of W. A. Samad include University of Wisconsin-Madison & Rochester Institute of Technology.
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Papers
Reviewing Sustainability Interpretation of Electrical Discharge Machining Process using Triple Bottom Line Approach
TL;DR: In this paper, the authors present a review of the state-of-the-art research performed to explore the sustainability aspects of EDM process under the framework of three pillars or triple bottom line sustainability approach.
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Full-Field Thermoelastic Stress Analysis of a Finite Structure Containing an Irregularly-Shaped Hole
W. A. Samad,Robert E. Rowlands +1 more
TL;DR: In this paper, the authors describe the ability to process load induced temperature information with an Airy stress function in real polar coordinates to determine the stresses in an isotropic linear elastic finite tensile plate containing an irregularly-shaped hole.
14
Hybrid Thermoelastic Stress Analysis
TL;DR: In this paper, the authors demonstrate the ability of this general concept to provide reliable, full-field stresses in a range of engineering situations involving cracks or geometric discontinuities in isotropic or orthotropic composite materials.
13
Hybrid Thermoelastic Stress Analysis of a Pinned Joint
TL;DR: In this paper, a plane-stressed pin-loaded plate was analyzed using thermal data and an Airy stress function, and individual components of stress were determined full-field as well as on the pin-plate interface.
10
CAD-integrated analysis of 3-D beams: a surface-integration approach
W. A. Samad,Krishnan Suresh +1 more
TL;DR: The proposed method is numerically and computationally equivalent to classic 1-D beam analysis for uniform cross-section beams, and closely matches the accuracy of a full-blown 3-D finite element analysis for non-uniform beams.
9