Cyclic loading tests of self-centering prestressed prefabricated steel beam-column joint with weakened FCP

2021 ◽  
pp. 113578
Author(s):  
Zi-Qin Jiang ◽  
Mei-Lin Chen ◽  
Zhong-Shuai Yang ◽  
Xiang-Yuan Li ◽  
Chao Cai
2020 ◽  
pp. 136943322098272
Author(s):  
Jianzhuang Xiao ◽  
Zixuan Chen ◽  
Tao Ding ◽  
Bing Xia

The problem of environmental pollution and waste concrete generation will be alleviated if concrete structures can be designed with both recycling and reuse strategies. In this regard, this study employed recycled coarse aggregate as the structural material in a novel beam-column joint with Design for Deconstruction (DfD) connections. Two series cyclic loading tests including pre-loading and re-loading on this frame joint was undertaken and the effect of recycled aggregate concrete (RAC) on structural behaviors was carefully evaluated. It is demonstrated that the DfD joint with RAC had favorable integrity and the influence of RAC was acceptable for practical application. Furthermore, the shear force model of the joint core area for RAC beam-column joint with DfD connections was put forward in this study, which showed good agreements with experimental results. Life cycle assessment (LCA) indicated that the carbon emission of the beam-column joint with DfD connections made of RAC increased at construction process but would reduce the total carbon emission from the perspective of lifetime.


Structures ◽  
2020 ◽  
Vol 25 ◽  
pp. 386-397
Author(s):  
Jinliang Bian ◽  
Wanlin Cao ◽  
Zongmin Zhang ◽  
Qiyun Qiao

2019 ◽  
Vol 25 (60) ◽  
pp. 655-659
Author(s):  
Shuzo HIROISHI ◽  
Akira OKADA ◽  
Naoya MIYASATO ◽  
Noburu NAKAMURA ◽  
Kenichi MAMURO ◽  
...  

2021 ◽  
pp. 103915
Author(s):  
Liying Guo ◽  
Mingke Deng ◽  
Ruizhe Li ◽  
Tong Li ◽  
Zhifang Dong

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