BLAST RESISTANT DESIGN OF REINFORCED CONCRETE WALL

Authors

  • Siddharth Chauhan Department of Civil Engineering, MRIIRS, Faridabad
  • Manju Dominic Professor, Department of Civil Engineering, MRIIRS, Faridabad

Keywords:

Blast resistant design, Ductility ratio, Peak load, Peak reflected pressure, Positive phase duration

Abstract

The study of blast effects on structure has been area of formal technical investigation for over many years. There
are numerous texts guides and manuals on the subject with continuing research and technical reporting occurring at a brisk
pace. However there is limited guidance available in the literature on the direct application of established blast effects
principals to structural design. Numerous efforts are under way to develop comprehensive guides and standard to fill these
voids. This study presents a general overview of key design concepts for reinforced concrete structure and same has been
applied in the design of RCC walls for various percentage of steel and wall thickness.

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Published

2018-03-25

How to Cite

Siddharth Chauhan, & Manju Dominic. (2018). BLAST RESISTANT DESIGN OF REINFORCED CONCRETE WALL. International Journal of Advance Engineering and Research Development (IJAERD), 5(3), 921–926. Retrieved from https://ijaerd.org/index.php/IJAERD/article/view/2803

Issue

Vol. 5 No. 3 (2018): Volume 5 Issue 3 March 2018

Section

Articles