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<article-meta><doi>025</doi>
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<article-title>Analysis and Design of Corner-Supported Composite Skewed Hypar Shell Roof Under Low-Velocity Impact</article-title>
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<author>Sanjoy Das Neogi<sup>1</sup>, Amit Karmakar<sup>2</sup> and Dipankar Chkravorty<sup>3</sup>  </author>

<aff><sup>1</sup>Departmentof Civil Engineering, Meghnad Saha Institute of Technology, Kolkata, India. </aff>

<email><a href="mailto:sanjoy_civil08@yahoo.com  ">sanjoy_civil08@yahoo.com  </a></email>

<aff><sup>2</sup>Departmentof Mechanical Engineering, Jadavpur University, Kolkata, India. </aff>

<email><a href="mailto:srikatha@yahoo.co.in  ">srikatha@yahoo.co.in  </a></email>

<aff><sup>3</sup>Departmentof Civil Engineering, Jadavpur University, Kolkata, India. </aff>

<email><a href="mailto:prof.dipankar@gmail.com ">prof.dipankar@gmail.com </a></email>

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<title>ABSTRACT</title>
<p>Hypar shell, being one of the most feasible shell roof configurations, enjoys industrial preference for covering large column free areas. These classes of shells do not admit easy closed form solution particularly when the boundary conditions are complicated. Laminated composite, an innate choice to different industrial sectors for its huge specific strength and stiffness, good weathering resistance, is now being extensively employed in civil engineering. However the low transverse shear strength of the composite shells impelled the researchers to study the response of the same under the action of impact loads. In the present study, a finite element code is functioned to investigate the impact induced response of point-supported laminated composite hypar shell for different impact velocities of a spherical solid striker. Contact behavior is described by modified Hertzian contact law where as time dependent equations are solved using Newmark's method in present analysis.  </p>
<p><i>Keywords: </i>Hypar shell, Point-supported, Finite element method, Impact response. </p>
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