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                <text>Conference Papers</text>
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              <text>Analysis of Reinforced Concrete Structure Subjected to Blast Loads Without and with Carbon Fibres</text>
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              <text>Carbon fibres; last loads; RC structure; Strain rates; Stresses</text>
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              <text>In the past few decades, the terrorist attack on buildings has significantly increased. Blast loads due to explosions cause severe damage to the buildings structural and non-structural elements which may also lead to progressive collapse of the building. Hence, there is a need for the structures to be analysed and designed for blast loads in addition to the conventional loads. An investigation is undertaken to minimize the damage of a G+3 storied building and by improving the mechanical properties such as compressive strength, nonlinear behaviour of M40 grade concrete by adding carbon fibres in different dosages. A finite element model of G+3 storied building has been created using Ansys/LS Dyna to analyse the structure subjected to a blast load with charge weights of 50 kg, 100 kg, 150 kg at 3000 mm standoff distance. The lateral deflections and strains of the structure are determined for different charge weights to study the behaviour of the structure when subjected to blast loads. The addition of carbon fibres has improved the behaviour of structure by reducing the strains and deflections and optimum dosage of fibres is also determined in this paper.  2023, Springer Science and Business Media Deutschland GmbH. All rights reserved.</text>
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          <name>Creator</name>
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              <text>Palani Y.; Raghunandan Kumar R.</text>
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              <text>Lecture Notes in Civil Engineering, Vol-381, pp. 577-600.</text>
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              <text>Springer Science and Business Media Deutschland GmbH</text>
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              <text>2024-01-01</text>
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              <text>&lt;a href="https://doi.org/10.1007/978-3-031-39663-2_48" target="_blank" rel="noreferrer noopener"&gt;https://doi.org/10.1007/978-3-031-39663-2_48&lt;/a&gt;
&lt;br /&gt;&lt;br /&gt;&lt;a href="https://www.scopus.com/inward/record.uri?eid=2-s2.0-85181114544&amp;amp;doi=10.1007%2F978-3-031-39663-2_48&amp;amp;partnerID=40&amp;amp;md5=d153a6133174dc1ed5752c93241427da" target="_blank" rel="noreferrer noopener"&gt;https://www.scopus.com/inward/record.uri?eid=2-s2.0-85181114544&amp;amp;doi=10.1007%2f978-3-031-39663-2_48&amp;amp;partnerID=40&amp;amp;md5=d153a6133174dc1ed5752c93241427da&lt;/a&gt;</text>
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              <text>ISSN: 23662557; ISBN: 978-303139662-5</text>
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              <text>Online</text>
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              <text>Palani Y., Department of Civil Engineering, Christ University, Bangalore, India; Raghunandan Kumar R., Department of Civil Engineering, Christ University, Bangalore, India</text>
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