Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading
Many engineering facilities are severely damaged by blast loading. Therefore, many manufacturers of sensitive, breakable, and deformed structures (such as facades of glass buildings) carry out studies and set standards for these installations to withstand shock waves caused by explosions. Structural...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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EDP Sciences
2018-01-01
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| Series: | MATEC Web of Conferences |
| Online Access: | https://doi.org/10.1051/matecconf/201814902016 |
| _version_ | 1818344006601408512 |
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| author | Temsah Yehya Jahami Ali Khatib Jamal Sonebi M |
| author_facet | Temsah Yehya Jahami Ali Khatib Jamal Sonebi M |
| author_sort | Temsah Yehya |
| collection | DOAJ |
| description | Many engineering facilities are severely damaged by blast loading. Therefore, many manufacturers of sensitive, breakable, and deformed structures (such as facades of glass buildings) carry out studies and set standards for these installations to withstand shock waves caused by explosions. Structural engineers also use these standards in their designs for various structural elements by following the ISO Damage Carve, which links pressure and Impulse. As all the points below this curve means that the structure is safe and will not exceed the degree of damage based on the various assumptions made. This research aims to derive the Iso-Damage curve of a reinforced concrete beam exposed to blast wave. An advanced volumetric finite element program (ABAQUS) will be used to perform the derivation. |
| first_indexed | 2024-12-13T16:39:37Z |
| format | Article |
| id | doaj.art-76c7ce2e82a44831a6844e7b27a84b71 |
| institution | Directory Open Access Journal |
| issn | 2261-236X |
| language | English |
| last_indexed | 2024-12-13T16:39:37Z |
| publishDate | 2018-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | MATEC Web of Conferences |
| spelling | doaj.art-76c7ce2e82a44831a6844e7b27a84b712022-12-21T23:38:18ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011490201610.1051/matecconf/201814902016matecconf_cmss2018_02016Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast LoadingTemsah YehyaJahami AliKhatib JamalSonebi MMany engineering facilities are severely damaged by blast loading. Therefore, many manufacturers of sensitive, breakable, and deformed structures (such as facades of glass buildings) carry out studies and set standards for these installations to withstand shock waves caused by explosions. Structural engineers also use these standards in their designs for various structural elements by following the ISO Damage Carve, which links pressure and Impulse. As all the points below this curve means that the structure is safe and will not exceed the degree of damage based on the various assumptions made. This research aims to derive the Iso-Damage curve of a reinforced concrete beam exposed to blast wave. An advanced volumetric finite element program (ABAQUS) will be used to perform the derivation.https://doi.org/10.1051/matecconf/201814902016 |
| spellingShingle | Temsah Yehya Jahami Ali Khatib Jamal Sonebi M Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading MATEC Web of Conferences |
| title | Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading |
| title_full | Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading |
| title_fullStr | Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading |
| title_full_unstemmed | Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading |
| title_short | Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading |
| title_sort | numerical derivation of iso damaged curve for a reinforced concrete beam subjected to blast loading |
| url | https://doi.org/10.1051/matecconf/201814902016 |
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