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Author:

Du, H.-K. (Du, H.-K..) | Han, M. (Han, M..) | Yan, W.-M. (Yan, W.-M..) (Scholars:闫维明) | Jiang, J.-W. (Jiang, J.-W..)

Indexed by:

Scopus PKU CSCD

Abstract:

U-shaped steel plates (USPs) can be used for displacement restraining devices or dampers. Single push and push-pull static tests of four kinds of USP made by mild steel or hardened steel were completed. The tests show that thick USPs made by hardened steel fracture easily. Hardened steel USPs provide greater yield load and yield displacement and are more suitable for displacement restraining devices than mild steel ones. Hysteresis curves of hardened steel USPs showed typical spindle shape, and the load increased significantly after yielding. Hysteresis curves of mild steel USPs are parallelograms, and the load increased a little after yielding. Formulae of yield load, yield displacement and elastic stiffness for laminated U-shaped steel plates (LUSP) are derived. Four USPs and four LUSPs were designed and analyzed by Abaqus. The calculation of finite element fits the theory well. The ratios of LUSP to USP in terms of elastic stiffness, yield load and yield displacement are 1/n2, 1/n and n, respectively. © 2016, Engineering Mechanics Press. All right reserved.

Keyword:

Damper; Displacement restraining device; Finite element analysis; Laminated U-shaped steel plate; U-shaped steel plate

Author Community:

  • [ 1 ] [Du, H.-K.]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100022, China
  • [ 2 ] [Du, H.-K.]Beijing Collaborative Innovation Center of Energy Conservation and Emission Reduction Technology, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
  • [ 3 ] [Han, M.]Beijing Collaborative Innovation Center of Energy Conservation and Emission Reduction Technology, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
  • [ 4 ] [Yan, W.-M.]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100022, China
  • [ 5 ] [Jiang, J.-W.]Beijing Collaborative Innovation Center of Energy Conservation and Emission Reduction Technology, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China

Reprint Author's Address:

  • [Du, H.-K.]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of TechnologyChina

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Source :

Engineering Mechanics

ISSN: 1000-4750

Year: 2016

Volume: 33

Page: 101-106

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 11

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