Analysis and design of blast-resistant structures
The response of reinforced concrete beams and plates with an attached external layer of FRP platekheet on the tension face and subjected to air-blast loading are investigated using a simplified analytical model. The model comprises a number of distinct elastic phases, of which each phase terminates...
محفوظ في:
| المؤلف الرئيسي: | |
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| مؤلفون آخرون: | |
| التنسيق: | Theses and Dissertations |
| اللغة: | English |
| منشور في: |
2008
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| الموضوعات: | |
| الوصول للمادة أونلاين: | https://hdl.handle.net/10356/12203 |
| الوسوم: |
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| الملخص: | The response of reinforced concrete beams and plates with an attached external layer of FRP platekheet on the tension face and subjected to air-blast loading are investigated using a simplified analytical model. The model comprises a number of distinct elastic phases, of which each phase terminates due to failure at a cross-section, and finally the plastic phase, when the reinforced concrete structure becomes a free movable mechanism. |
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