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Study on Blasting Demolition of Frame Structure with Small Height-width Ratio by Numerical Simulation
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Wen-le GAO1, Yan-ping WANG1, Chen-hao LI1, Jian-wei ZHANG1, Sai-jiang LI2
Blasting | 2024, 41(1) : 112 - 119
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Blasting | 2024, 41(1): 112-119
EXPLOSIVE DEMOLITION
Study on Blasting Demolition of Frame Structure with Small Height-width Ratio by Numerical Simulation
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Wen-le GAO1, Yan-ping WANG1, Chen-hao LI1, Jian-wei ZHANG1, Sai-jiang LI2
Affiliations
  • 1.College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590, China
  • 2.The Second Construction Limited Company of China Construction Eighth Engineering Division, Jinan 250014, China
Published: 2024-03-01 doi: 10.3963/j.issn.1001-487X.2024.01.016
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An equal proportion separated common node model was established by ANSYS/LS-DYNA finite element software to simulate the collapse process of a frame structure with a small height-width ratio demolished by blasting, and the stress characteristics of reinforced concrete columns of the structure were analyzed. It is found that the actual engineering and simulation results are highly consistent in terms of collapse time, collapse process and blast muck pile range, which shows that the numerical simulation is reliable. Additionally, during the collapse process, the plastic hinge was generated at the beam-column joints after each row of columns reached the section resistance moment, and the upper structure rotated with the plastic hinge as the fixed axis. There was a backward reaction force on the rear column, which resulted in an obvious recoiling in the forward leaning process. In the early stage of collapse, the stress of the reinforcing bar and the concrete element is stressed together. The stress of the reinforcing bar element with its co-node suddenly changed after the failure of the concrete element, and then it continuously changed in the state of tension and compression until the collapse ended. The reinforced bar at the blasting cut has certain hindrances to the free fall of the upper structure.

blasting demolition  /  small height-width ratio  /  separated joints  /  numerical simulation
Wen-le GAO, Yan-ping WANG, Chen-hao LI, Jian-wei ZHANG, Sai-jiang LI. Study on Blasting Demolition of Frame Structure with Small Height-width Ratio by Numerical Simulation[J]. Blasting, 2024 , 41 (1) : 112 -119 . DOI: 10.3963/j.issn.1001-487X.2024.01.016
  • National Natural Science Foundation of China(51874189)
Year 2024 volume 41 Issue 1
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Article Info
doi: 10.3963/j.issn.1001-487X.2024.01.016
  • Receive Date:2022-07-13
  • Online Date:2026-03-20
  • Published:2024-03-01
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  • Received:2022-07-13
Funding
National Natural Science Foundation of China(51874189)
Affiliations
    1.College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590, China
    2.The Second Construction Limited Company of China Construction Eighth Engineering Division, Jinan 250014, China

Corresponding:

WANG Yan-ping (1997-), male, master degree, mainly engaged in research work of rock and soil mechanics and blasting safety technology, (E-mail) .
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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