EXPERIMENTAL STUDY ON THE SEISMIC DAMAGE OF AEOLIAN SAND CONCRETE COLUMNS WITH DIFFERENT REINFORCEMENTS

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  • Yaohong Wang Inner Mongolia University of Technology, School of Civil Engineering, Hohhot, Inner Mongolia, China
  • Xiaoyan Ma Inner Mongolia University of Technology, School of Civil Engineering, Hohhot, Inner Mongolia, China
  • Qing Han Inner Mongolia University of Technology, School of Civil Engineering, Hohhot, Inner Mongolia, China
  • Qi Chu Inner Mongolia University of Technology, School of Civil Engineering, Hohhot, Inner Mongolia, China
  • Zeping Zhang Inner Mongolia University of Technology, School of Civil Engineering, Hohhot, Inner Mongolia, China

DOI:

https://doi.org/10.14311/CEJ.2020.01.0018

Klíčová slova:

Aeolian sand, Seismic damage behaviour, Longitudinal reinforcement percentage, Transverse steel ratio

Abstrakt

Aeolian sand is a kind of natural material with abundant reserves and a low price. Many scholars have conducted extensive studies on the engineering applications of aeolian sand. This paper addresses the seismic damage behaviour of aeolian sand concrete columns to promote the application of aeolian sand in frame structures. A total of 5 aeolian sand concrete column specimens with different reinforcements were studied using cyclic loading tests. The failure modes, stiffness degradation, bearing capacity, hysteresis peculiarity, ductility, and energy consumption of the specimens were analysed and compared. Then, applicable damage models of the specimens were proposed. The study results prove that the seismic damage behaviour of the specimens increases with the increase of longitudinal reinforcement percentage and with the transverse steel ratio when the replacement percentage of aeolian sand is constant. Additionally, the damage model which is revised in this paper agrees well with the test results. It can be used to assess the degree of damage to the aeolian sand concrete columns.

Stažení

Data o stažení nejsou doposud dostupná.

Reference

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Stahování

Publikováno

2020-07-31

Jak citovat

Wang, Y., Ma, X., Han, Q., Chu, Q., & Zhang, Z. (2020). EXPERIMENTAL STUDY ON THE SEISMIC DAMAGE OF AEOLIAN SAND CONCRETE COLUMNS WITH DIFFERENT REINFORCEMENTS. Stavební Obzor - Civil Engineering Journal, 29(2). https://doi.org/10.14311/CEJ.2020.01.0018

Číslo

Vol 29 No 2 (2020)

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Licence

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