Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Analysis of internal explosion and structural response to blast loading
Download
index.pdf
Date
2012
Author
Turcan, Uğur Can
Metadata
Show full item record
Item Usage Stats
232
views
263
downloads
Cite This
In this thesis, blast overpressure due to internal explosion and dynamic response to this loading of the structure is analyzed. Firstly, theoretical backgrounds of computational procedures are presented. The basic principles of the hydrocodes and semi empirical methods are explained in detail. In the analysis of blast overpressure, partially vented structures are examined. Three different venting areas and three different charge weights are employed in the study. Peak pressure, time and impulse parameters are investigated in detail. Remapping and scaling laws are employed in order to reduce the computational cost. Experiments are carried out with similar conditions where pressure histories are recorded. Results from a semi empirical program and a commercial hydrocode are compared with the experimental data. After investigating the accuracy of blast calculation methods, dynamic response to blast loading is reviewed. For this purpose, two methods are used: The fully coupled method in hydrocode and the hybrid method - uniquely coupled semi empirical program and hydrocode. In the fully coupled method, hydrocode solves both blast and response; whilst in the hybrid method, hydrocode is used as the structural solver and semi empirical program is employed for the blast calculation. A deformable test setup is used to observe the response. Results from computational methods are compared with the experimental data. Finally, it can be concluded that semi empirical program and hydrocode are applicable to blast overpressure problems with partial venting. In addition, the methods introduced in dynamic response section can be used as preliminary analysis tools in the prediction of structural response to blast loading. Also, it is shown that the hybrid method is much faster than the fully coupled method in hydrocode.
Subject Keywords
Blast effect.
,
Shock (Mechanics).
,
Scaling laws (Statistical physics).
URI
http://etd.lib.metu.edu.tr/upload/12615245/index.pdf
https://hdl.handle.net/11511/22238
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Shock failure analysis of military equipments by using strain energy density
Mercimek, Ümit; Kadıoğlu, Fevzi Suat; Çelik, Mehmet; Department of Mechanical Engineering (2010)
Failure of metallic structures operating under shock loading is a common occurrence in engineering applications. It is difficult to estimate the response of complicated systems analytically, due to structure’s dynamic characteristics and varying loadings. Therefore, experimental, numerical or a combination of both methods are used for evaluations. The experimental analysis of the shocks due to firing is done for 12.7mm Gatling gun and 25mm cannon. During the tests, the Gatling gun and the cannon are located...
Seismic response of base isolated liquid storage tanks to real and simulated near fault pulse type ground motions
Uçkan, Muhittin Eren; Umut, Onder; Sisman, Fatma Nurten; Karim Zadeh Naghshineh, Shaghayegh; Askan Gündoğan, Ayşegül (2018-09-01)
In this paper, the seismic response of base-isolated liquid storage tanks subjected to real and simulated near-fault ground motions is investigated. It is assumed that the tanks are seismically isolated by single surface Concave Sliding Bearings (CSB) with different isolation periods. For the input data, the recorded and simulated ground motions having pulse type characters and their dominant waveforms are considered.
CALCULATION OF THE RAMAN FREQUENCIES AT LOW PRESSURES AND TEMPERATURES (sigma-PHASE) SOLID NITROGEN
Yurtseven, Hasan Hamit (World Scientific Pub Co Pte Lt, 2013-09-20)
We calculate the Raman frequencies of the E-g mode and, the low and high frequency T-g mode as a function of temperature at a constant pressure of 2.85 kbar in the alpha-phase of solid nitrogen. The Raman frequencies of those lattice modes are calculated using the volume data from the literature at various temperatures (2.85 kbar) for the alpha-phase of solid N-2 through the mode Gruneisen parameter. Our predicted Raman frequencies can be compared with the experimental data and by this method the Raman freq...
Prediction of damage in R/C shear panels subjected to reversed cyclic loading
Hindi, R; Mansour, M; Dicleli, Murat (Informa UK Limited, 2005-01-01)
In this paper, the damage prediction of shear-dominated reinforced concrete (RC) elements subjected to reversed cyclic shear is presented using an existing damage model. The damage model is primarily based on the monotonic energy dissipating capacity of structural elements before and after the application of reversed cyclic loading. Therefore, it could be universally applicable to different types of structural members, including shear-dominated RC members. The applicability of the damage model to shear-domi...
Experimental and numerical study of detonation in a closed chamber
İncekürk, Tuğberk; Ulaş, Abdullah; Department of Mechanical Engineering (2016)
The main objective of the thesis is to investigate the performance behavior of high explosive charges in a specific confined space with numerical methods and experiments. Internal blast performances of four different cylindrical high explosive charges in a closed spherical detonation chamber are evaluated and the results are compared with numerical simulations. For the numerical studies, in order to model explosives, widely used JWL equation of state is used. Numerical simulations are accomplished by commer...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
U. C. Turcan, “Analysis of internal explosion and structural response to blast loading,” M.S. - Master of Science, Middle East Technical University, 2012.