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author:

Chen, Huayan (Chen, Huayan.) [1] | Wang, Yanzhang (Wang, Yanzhang.) [2] | Luo, Caisong (Luo, Caisong.) [3] | Yang, Mianyue (Yang, Mianyue.) [4] | Qi, Ai (Qi, Ai.) [5] | Wang, Bizhen (Wang, Bizhen.) [6]

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EI

Abstract:

A drop-weight impact testing machine was used to conduct an impact test on 15 specimens in order to examine the impact resistance of high-strength (HS) steel beams with hexagonal web openings (SBHWO). The test findings demonstrate that as steel strength increases, maximal impact force and impact platform value rise, while maximum displacement, residual displacement, beam-end rotation, reduction ratio of opening area, and energy absorption ratio decrease. The use of high-strength steel can significantly improve the impact resistance of the SBHWO. When steel Q235 was lifted to steel Q550, the average increase of impact peak and impact platform value was 17.94% and 90.80%, respectively, and the average reduction range of maximum displacement and residual displacement in the span was 45.36% and 55.30%, respectively. After steel Q550 was upgraded to steel Q690, the improvement effect of impact resistance is small. Empirical equations of the relationship between impact energysteel strength and dynamic responses were established. © 2023

Keyword:

Drops Dynamic response Energy absorption High strength steel Impact testing Steel testing

Community:

  • [ 1 ] [Chen, Huayan]Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, Fujian University of Technology, Fuzhou; 350118, China
  • [ 2 ] [Wang, Yanzhang]Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, Fujian University of Technology, Fuzhou; 350118, China
  • [ 3 ] [Luo, Caisong]Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, Fujian University of Technology, Fuzhou; 350118, China
  • [ 4 ] [Luo, Caisong]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 5 ] [Yang, Mianyue]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 6 ] [Qi, Ai]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 7 ] [Wang, Bizhen]Fujian Zhonglin Engineering Construction Co., Ltd., Nanping; 353000, China

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Source :

Journal of Constructional Steel Research

ISSN: 0143-974X

Year: 2023

Volume: 207

4 . 0

JCR@2023

4 . 0 0 0

JCR@2023

ESI HC Threshold:35

JCR Journal Grade:1

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 6

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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