BEHAVIOR OF REINFORCED CONCRETE SLABS AGAINST THE BLAST WAVE

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

SEIFOLLAHI H.; MORSHED R.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2018 | Volume:49 | Issue:4 Page(s): 687-696

Download Full-Text

Persian Verion

View:

1,086

Download:

510

Cites:

Information Journal Paper

Title

BEHAVIOR OF REINFORCED CONCRETE SLABS AGAINST THE BLAST WAVE

Author(s)

SEIFOLLAHI H. | MORSHED R. | Issue Writer Certificate

Keywords

RC SLABSQ1

NUMERICAL MODELINGQ1

BLAST WAVEQ1

CRACKINGQ1

LSQ1

DYNAQ1

Abstract

Most existing structures are vulnerable to the BLAST WAVE loads and therefore their resistance to such loads should be evaluated. In this study, the behavior of RC SLABS under blast loading was investigated numerically. Numerical analysis can reduce the number of required expensive experimental blast tests. The variable parameters for study include: thickness, reinforcement ratio and spacing, support conditions, dimensions of slabs and location and amount of explosives. NUMERICAL MODELING was performed by the use of LS-DYNA software. It is capable of modeling the explosion and also has a wide range of material models.The results showed that the slabs were completely destructed under near explosion mainly because of punching shear. Under medium distance explosion, no complete destruction was observed. The deflection and the extent of CRACKING depended on the thickness and reinforcement ratio and somewhat on reinforcement spacing. The slab thickness and support condition had also a significant impact on the behavior of slabs. Interestingly, the CRACKING level of RC SLABS did not change significantly by increasing span length.

Cites

No record.

References

No record.

Cite

APA: Copy

SEIFOLLAHI, H., & MORSHED, R.. (2018). BEHAVIOR OF REINFORCED CONCRETE SLABS AGAINST THE BLAST WAVE. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 49(4 ), 687-696. SID. https://sid.ir/paper/165590/en

Vancouver: Copy

SEIFOLLAHI H., MORSHED R.. BEHAVIOR OF REINFORCED CONCRETE SLABS AGAINST THE BLAST WAVE. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2018;49(4 ):687-696. Available from: https://sid.ir/paper/165590/en

IEEE: Copy

H. SEIFOLLAHI, and R. MORSHED, “BEHAVIOR OF REINFORCED CONCRETE SLABS AGAINST THE BLAST WAVE,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 49, no. 4 , pp. 687–696, 2018, [Online]. Available: https://sid.ir/paper/165590/en

Related Journal Papers