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author:

Qu, H. (Qu, H..) [1] | Han, L.H. (Han, L.H..) [2] | Tao, Z. (Tao, Z..) [3]

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EI Scopus

Abstract:

This paper describes a 3D finite element model using ABAQUS for the analysis of reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column joints subjected to cyclic loading. The effects of concrete damage and softening were considered in the ABAQUS modeling. The calculated monotonie and cyclic curves were verified by experimental results. Mechanical mechanisms were analyzed to complete the failure modes and the development of concrete fracture.

Keyword:

ABAQUS Columns (structural) Concrete beams and girders Failure modes Finite element method Joints (structural components) Reinforced concrete

Community:

  • [ 1 ] [Qu, H.]Yantai University, China
  • [ 2 ] [Han, L.H.]Tsinghua University, China
  • [ 3 ] [Tao, Z.]Fuzhou University, China

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Year: 2017

Page: 341-347

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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