Damage Analyses of Replaceable Links in Eccentrically Braced Frame (EBF) Subject to Cyclic Loading

In the current design of steel eccentrically braced frames (EBFs), the yielding link is coupled with the floor beam. This causes the design of cross-sectional dimensions of links to be enlarged, resulting in over-designed structures and foundations, and increasing the cost of the overall structure....

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Main Authors: Zhanzhong Yin, Dazhe Feng, Wenwei Yang
Format: Article
Language:English
Published: MDPI AG 2019-01-01
Series:Applied Sciences
Subjects:
Online Access:http://www.mdpi.com/2076-3417/9/2/332
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spelling doaj-ab836a049d094269b882b80be6c4eb2c2020-11-24T21:26:06ZengMDPI AGApplied Sciences2076-34172019-01-019233210.3390/app9020332app9020332Damage Analyses of Replaceable Links in Eccentrically Braced Frame (EBF) Subject to Cyclic LoadingZhanzhong Yin0Dazhe Feng1Wenwei Yang2School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaSchool of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaCollege of Civil and Hydraulic Engineering, Ningxia University, Yinchuan 750021, ChinaIn the current design of steel eccentrically braced frames (EBFs), the yielding link is coupled with the floor beam. This causes the design of cross-sectional dimensions of links to be enlarged, resulting in over-designed structures and foundations, and increasing the cost of the overall structure. In addition, the beams are forecast to sustain severe damage through repeated inelastic deformations under design-level earthquakes, and thus the structure may require extensive repair or need to be replaced. To improve upon these drawbacks, a shear device with replaceable links based on EBFs was designed. The hysteresis curve, the stress distribution, and the deformation of the specimen were obtained by cyclic loading tests of the eight replaceable links. The energy dissipation behavior, the bearing capacity, the failure modes, and the plastic rotation angle of those specimens were analyzed. The results indicated clearly that the links in this shear device had inelastic deformation concentrated in the link showing very stable hysteresis behavior, and damaged links were replaced easily as end-plate connections were adopted. The energy dissipation capacity and the plastic rotation angle of the specimens were mainly dependent on the arrangement of stiffener, length ratio, and welding access holes. Experimental studies performed in this research and the related damage analyses reveal that cracks are the major causes of damage to the EBF and there is a lack of research on real-time monitoring of the onset and development of these cracks in EBF structures. As a future work, this paper proposes a piezoceramic patch transducer-based active sensing approach to monitor the crack onset and development of the EBF when subjected to dynamic loadings.http://www.mdpi.com/2076-3417/9/2/332replaceable linkseccentrically braced framewelding access holelength ratioenergy dissipation capacitydamage mode analyses
collection DOAJ
language English
format Article
sources DOAJ
author Zhanzhong Yin
Dazhe Feng
Wenwei Yang
spellingShingle Zhanzhong Yin
Dazhe Feng
Wenwei Yang
Damage Analyses of Replaceable Links in Eccentrically Braced Frame (EBF) Subject to Cyclic Loading
Applied Sciences
replaceable links
eccentrically braced frame
welding access hole
length ratio
energy dissipation capacity
damage mode analyses
author_facet Zhanzhong Yin
Dazhe Feng
Wenwei Yang
author_sort Zhanzhong Yin
title Damage Analyses of Replaceable Links in Eccentrically Braced Frame (EBF) Subject to Cyclic Loading
title_short Damage Analyses of Replaceable Links in Eccentrically Braced Frame (EBF) Subject to Cyclic Loading
title_full Damage Analyses of Replaceable Links in Eccentrically Braced Frame (EBF) Subject to Cyclic Loading
title_fullStr Damage Analyses of Replaceable Links in Eccentrically Braced Frame (EBF) Subject to Cyclic Loading
title_full_unstemmed Damage Analyses of Replaceable Links in Eccentrically Braced Frame (EBF) Subject to Cyclic Loading
title_sort damage analyses of replaceable links in eccentrically braced frame (ebf) subject to cyclic loading
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2019-01-01
description In the current design of steel eccentrically braced frames (EBFs), the yielding link is coupled with the floor beam. This causes the design of cross-sectional dimensions of links to be enlarged, resulting in over-designed structures and foundations, and increasing the cost of the overall structure. In addition, the beams are forecast to sustain severe damage through repeated inelastic deformations under design-level earthquakes, and thus the structure may require extensive repair or need to be replaced. To improve upon these drawbacks, a shear device with replaceable links based on EBFs was designed. The hysteresis curve, the stress distribution, and the deformation of the specimen were obtained by cyclic loading tests of the eight replaceable links. The energy dissipation behavior, the bearing capacity, the failure modes, and the plastic rotation angle of those specimens were analyzed. The results indicated clearly that the links in this shear device had inelastic deformation concentrated in the link showing very stable hysteresis behavior, and damaged links were replaced easily as end-plate connections were adopted. The energy dissipation capacity and the plastic rotation angle of the specimens were mainly dependent on the arrangement of stiffener, length ratio, and welding access holes. Experimental studies performed in this research and the related damage analyses reveal that cracks are the major causes of damage to the EBF and there is a lack of research on real-time monitoring of the onset and development of these cracks in EBF structures. As a future work, this paper proposes a piezoceramic patch transducer-based active sensing approach to monitor the crack onset and development of the EBF when subjected to dynamic loadings.
topic replaceable links
eccentrically braced frame
welding access hole
length ratio
energy dissipation capacity
damage mode analyses
url http://www.mdpi.com/2076-3417/9/2/332
work_keys_str_mv AT zhanzhongyin damageanalysesofreplaceablelinksineccentricallybracedframeebfsubjecttocyclicloading
AT dazhefeng damageanalysesofreplaceablelinksineccentricallybracedframeebfsubjecttocyclicloading
AT wenweiyang damageanalysesofreplaceablelinksineccentricallybracedframeebfsubjecttocyclicloading
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