Author/Authors :
Al-Zuhairi ، Alaa H. A. نويسنده Department of Civil Engineering, College of Engineering, University of Baghdad, Iraq. , , Qasim، A. J. نويسنده Department of Civil Engineering, College of Engineering, University of Baghdad, Iraq. ,
Abstract :
Reinforced concrete barriers have been commonly used in protecting the important building because the response of R.C. barriers subjected to blast loading is practically more acceptable than other materials used to build the barriers. In this study, the response of R.C. barriers was detected due to the blast effects caused by two charge weights (50 kg and 400 kg); ANSYS 14 was used to simulate the problem. A horizontal distance of 2 m between the explosive TNT charge and the front face of wall was taken. The pressure on the front face of the concrete barriers was measured at three levels. The R.C. barrier was entirely damaged when subjected to the blast effects caused by 400 kg TNT explosion bomb. However, the 50 kg TNT charge had a minor damaging effect on the same R.C. barrier.
