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作者:

Liu, Y.S. (Liu, Y.S..) | Ma, H. (Ma, H..) (学者:马赫) | Wang, W.J. (Wang, W.J..) | Wang, Q.Q. (Wang, Q.Q..) | Li, Z.B. (Li, Z.B..) (学者:李振宝)

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EI Scopus

摘要:

In this paper, the axial compression tests were carried out on the concrete filled steel tube (CFST) column-reinforced concrete (RC) beam joints connected by steel plates and studs after the low-cycle reversed loading test. The failure mode, steel tube strain and ultimate bearing capacity of new types joints were discussed under axial compression load. The comparative study with the specimen of CFST column was conducted. The results showed that new types CFST column-RC beam joints maintain good axial compression performance after the low-cycle reversed test loading at the beam ends. The specimens were designed following the principle of 'strong column-weak beam'. The low-cycle reversed loading had little effect on the axial bearing capacity of the CFST column, but the damaged RC beams of the joints had certain influence on the failure mode of the columns under axial compression. © 2019 IOP Publishing Ltd. All rights reserved.

关键词:

Axial compression Bearing capacity Bearings (machine parts) Compression testing Concrete beams and girders Ecology Engineering research Environmental management Reinforced concrete Tubular steel structures

作者机构:

  • [ 1 ] [Liu, Y.S.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Ma, H.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Wang, W.J.]China State Construction Development Co., Ltd., Beijing; 100037, China
  • [ 4 ] [Wang, W.J.]China Construction Science and Technology Group Co., Ltd., Beijing; 100195, China
  • [ 5 ] [Wang, Q.Q.]College of Exploration Technology and Engineering, Hebei GEO University, Shijiazhuang; 050031, China
  • [ 6 ] [Li, Z.B.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing; 100124, China

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ISSN: 1755-1307

年份: 2019

期: 1

卷: 351

语种: 英文

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SCOPUS被引频次: 1

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