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Abdul Hamid Sheikh
Researcher at University of Adelaide
Publications - 148
Citations - 3112
Abdul Hamid Sheikh is an academic researcher from University of Adelaide. The author has contributed to research in topics: Finite element method & Plate theory. The author has an hindex of 30, co-authored 135 publications receiving 2591 citations. Previous affiliations of Abdul Hamid Sheikh include Indian Institute of Technology Kharagpur & Indian Institutes of Technology.
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An improved higher order zigzag theory for the static analysis of laminated sandwich plate with soft core
TL;DR: In this paper, an improved higher order zigzag theory is proposed for the static analysis of laminated sandwich plate with soft compressible core, where the variation of in-plane displacements is cubic for both the face sheets and the core and transverse displacement is assumed to vary quadratically within the core while it remains constant through the faces.
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Experimental and numerical study of the flexural behaviour of ultra-high performance fibre reinforced concrete beams
TL;DR: In this paper, the authors investigated the efficacy of the hybrid approach of validating the existing concrete model to study the behaviour of large-scale structural members made up of UHPFRC.
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A new plate bending element based on higher-order shear deformation theory for the analysis of composite plates
TL;DR: A triangular element based on Reddy's higher-order shear deformation plate theory is developed in this article, where the plate theory could not be exploited as expected in finite-element analysis.
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Manufacturing ultra-high performance concrete utilising conventional materials and production methods
Habibur Rahman Sobuz,Phillip Visintin,M.S. Mohamed Ali,Mukhtiyar Singh,Michael C. Griffith,Abdul Hamid Sheikh +5 more
TL;DR: In this article, the authors investigated the potential for producing ultra-high performance concrete using widely available fine and coarse aggregates and showed that UHPC of compressive strengths in the range of 130-160 MPa can be produced using commonly graded aggregates without the requirement for complex mixing or curing regimes.
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Buckling and dynamic instability analysis of stiffened shell panels
TL;DR: In this article, the static and dynamic instability characteristics of stiffened shell panels subjected to uniform in-plane harmonic edge loading are investigated, and the method of Hill's infinite determinant is applied to analyze the dynamic instability regions.