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Volume 52 Issue 5
Jul.  2022
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2022  >  52(5): 140-146
SUN Xin, WANG Junjie, ZHAO Yong, WANG Wei. Numerical Analysis of Joint of Composite Beam and Rectangular Steel Tube Under Progressive Collapse Condition[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 140-146. doi: 10.13204/j.gyjzG20100803
Citation: SUN Xin, WANG Junjie, ZHAO Yong, WANG Wei. Numerical Analysis of Joint of Composite Beam and Rectangular Steel Tube Under Progressive Collapse Condition[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 140-146. doi: 10.13204/j.gyjzG20100803
shu

Numerical Analysis of Joint of Composite Beam and Rectangular Steel Tube Under Progressive Collapse Condition

doi: 10.13204/j.gyjzG20100803

  • 1. School of Urban and Rural Planning & Civil Engineering, Guiyang University, Guiyang 550005, China;

  • 2. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;

  • 3. Department of Structural Engineering, Tongji University, Shanghai 200092, China

  • Received Date: 2020-10-08
    Available Online: 2022-07-23
  • Publish Date: 2022-07-23
    Abstract
  • The finite element model of joint of composite beam and rectangular steel tube was established to investigate the resistance under the progressive collapse scenario through finite element software ABAQUS. The middle-joint above the removed column and the side-joint adjacent to the removed column were considered to investigate the failure mode and resistance mechanism.The results showed the resistance mechanism of middle joint was flexural action, compressive arch action and catenary action, while the resistance mechanism of side joint was flexural action and catenary action. Compressive arch action significantly improved the bearing capality load resistance at flexural stage and delays the catenary action for middle joint. According to the principle of energy, the static responses of two joints were transformed into dynamic responses.With the simplified assessment method,the results indicated that these two joints had enough resistance to withstand progressive collapse.
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    • References(15)
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