• Complex
  • Title
  • Keyword
  • Abstract
  • Scholars
  • Journal
  • ISSN
  • Conference
成果搜索

author:

Li, Zhen (Li, Zhen.) [1] | Briseghella, Bruno (Briseghella, Bruno.) [2] (Scholars:BRUNO BRISEGHLLA) | Xue, Junqing (Xue, Junqing.) [3] (Scholars:薛俊青) | Yang, Zhengxian (Yang, Zhengxian.) [4] (Scholars:杨政险) | Huang, Fuyun (Huang, Fuyun.) [5] (Scholars:黄福云)

Indexed by:

EI

Abstract:

As a new type of environmentally friendly lightweight composite material, rubber sand mixture has a wide application prospect in the field of engineering vibration isolation. In order to reveal the variation law of dynamic characteristics of different rubber sand mixtures, based on the dynamic triaxial test, the effects of rubber content and confining pressure on the backbone curve, dynamic shear modulus and damping ratio of mixtures were studied. The results showed that with an increase in the rubber content, the backbone curve of rubber sand mixture had a trend of ' ductile failure ' and the dynamic shear modulus of mixture decreased. The nonlinear coordinated variation could be found between the damping ratio and rubber content with a characteristic threshold of 40 %. The mechanical properties of rubber particles may be influenced by changing the type of ' skeleton structure' inside the sample. © 2023 IABSE. Published by American Chemical Society.

Keyword:

Damping Ductile fracture Elastic moduli Rubber Sand Shear flow Shear strain

Community:

  • [ 1 ] [Li, Zhen]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 2 ] [Briseghella, Bruno]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 3 ] [Xue, Junqing]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 4 ] [Yang, Zhengxian]College of Civil Engineering, Fuzhou University, Fuzhou, China
  • [ 5 ] [Huang, Fuyun]College of Civil Engineering, Fuzhou University, Fuzhou, China

Reprint 's Address:

Email:

Show more details

Related Keywords:

Source :

Year: 2023

Page: 183-190

Language: English

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

Online/Total:149/10024048
Address:FZU Library(No.2 Xuyuan Road, Fuzhou, Fujian, PRC Post Code:350116) Contact Us:0591-22865326
Copyright:FZU Library Technical Support:Beijing Aegean Software Co., Ltd. 闽ICP备05005463号-1