کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
779200 1464066 2015 10 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Experimental and numerical analysis of dynamic rupture of steel pipes under internal high-speed moving pressures
ترجمه فارسی عنوان
تجزیه و تحلیل تجربی و عددی از شکست پویا لوله های فولادی تحت فشار داخلی در سرعت های بالا
کلمات کلیدی
تجزیه و تحلیل تنش پویا، شکستگی دینامیکی، لوله های فولادی، انفجار، تعامل ساختار مایع
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی مکانیک
چکیده انگلیسی


• Dynamic rupture of gas pipes under internal high-speed moving pressures was investigated.
• The effects of flexural waves on crack growth were experimentally shown and numerically analyzed.
• The experimentation included the detonations of tiny explosive cords inside steel pipes.
• The simulations included fluid–solid interaction and multi-material Lagrangian–Eulerian formulation.
• A number of specific characteristics of detonation-driven fracture of tubes were identified.

This paper reports the experimentation and finite element analysis (FEA) of dynamic ductile rupture of steel pipes subjected to high-speed internal moving pressures. The experimentation included the detonations of tiny explosive cords inside small segments of ordinary gas pipes. A number of specific features of the detonation-driven fracture of cylindrical tubes such as; formation of special fracture surface markings due to cyclic crack growth, flap bulging, and crack curving/branching adjacent to the bulged area were identified. In the analysis part, the overall transient dynamic response of the pipe to detonation loading, the detonation-driven crack growth, the cyclic bulging of the crack flaps, and the resultant crack branching were simulated. The blast simulation was performed using a multi-material arbitrary Lagrangian–Eulerian (MMALE) formulation. The fluid–structure interaction (FSI) was simulated using a coupling algorithm that treated the air as a static media and the pipe as a deformable Lagrangian mesh. The accuracy of the FEA results was verified using analytical solutions and data collected from the tested pipes. The experimentation and analysis clearly showed that the self-similar propagation of the initial axial cracks in the pipe was the incremental cyclic growth governed by the structural waves.

Figure optionsDownload high-quality image (346 K)Download as PowerPoint slide

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: International Journal of Impact Engineering - Volume 85, November 2015, Pages 27–36
نویسندگان
, , ,