Title :
Numerical Simulation of Blasting Demolition of 16-Storied Structure
Author :
Yang Guo-liang ; Jiang Lin-lin ; Huo Chuan
Author_Institution :
State Key Lab. of Geomech. & Deep Underground Eng., China Univ. of Min. & Technol., Beijing, China
Abstract :
The separate element and common node model is setup to simulate reinforced concrete material at first, which could take fully account of the intensity difference of concrete and rebar. And then a 16-storied frame structure is build with this kind of model. The blasting demolition process of the structure is simulated. The mechanism of collapse process and failure of column are analyzed. Finally, the scopes of collapse of calculation and practice are compared, and the errors of forwards and backwards distance are +11.9 and -16.6%. The simulation result has great practical significance to determine blasting parameters and optimize design.
Keywords :
construction components; design engineering; numerical analysis; rebar; reinforced concrete; 16-storied frame structure; blasting demolition; blasting parameters; collapse process; column failure; common node model; numerical simulation; rebar; reinforced concrete material simulation; separate element model; Concrete; Delay; Finite element methods; Numerical models; Numerical simulation; Stress; blasting demoLition; common node; numerical simulation; separate element; unidirectional folding collapse;
Conference_Titel :
Digital Manufacturing and Automation (ICDMA), 2011 Second International Conference on
Conference_Location :
Zhangjiajie, Hunan
Print_ISBN :
978-1-4577-0755-1
Electronic_ISBN :
978-0-7695-4455-7
DOI :
10.1109/ICDMA.2011.194
