DocumentCode :
1946274
Title :
Size Effect of Element in Structural Blasting Demolition
Author :
Yang Guo-liang ; Jiang Lin-lin ; Che Yu-long
Author_Institution :
State Key Lab. of Geomech. & Deep Underground Eng., China Univ. of Min. & Technol. Beijing, Beijing, China
fYear :
2011
fDate :
5-7 Aug. 2011
Firstpage :
1094
Lastpage :
1097
Abstract :
Performed the size effect of the unit in numerical simulation of blasting demolition. Considered three elemental sizes, which were 10, 20 and 40 cm. Adopt 40 cm element, the structure was damaged more seriously. This resulted in the bigger error in predicting the demolition scope. The collapsed time was shorter, and the structural rush distance was farther. When adopted 10 cm, a great number of elements were divided. It is impossible to calculate for normal computer. Adopt 20 mm, the computational accuracy were increased on one hand, and ensured the feasibility of calculation.
Keywords :
numerical analysis; structural engineering; numerical simulation; size effect; structural blasting demolition; structural rush distance; Computational modeling; Computers; Concrete; Finite element methods; Floors; Numerical models; Numerical simulation; blasting demoLition; finite element; numerical simulation; size effect;
fLanguage :
English
Publisher :
ieee
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
Type :
conf
DOI :
10.1109/ICDMA.2011.269
Filename :
6052161
Link To Document :
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