10.1016/j.conbuildmat.2018.05.155

10.1016/j.conbuildmat.2018.05.155 Construction and Building Materials 178 (2018) 574–583 Contents lists available at ScienceDirect Construction and Building Materials journal homepage: www.elsevier.com/locate/conbuildmat Experimental investigation into stressing state characteristics of large-curvature continuous steel box-girder bridge model Jun Shi, Weitao Li, Kaikai Zheng, Kangkang Yang, Guangchun Zhou Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin 150090, China highlights Characterizing structural working behavior by structural stressing state theory. Updating structural failure load of a bridge using the Mann-Kendall criterion. Revealing structural progressive failure characteristics. Proposing and modelling stressing state submodes. Demonstrating structural coordinative working performance. ar ti c l e i nf o ab stra ct Article history: This paper conducts the experimental investigation into the whole working process of a large-curvature Received 2 November 2017 continuous steel box-girder bridge model to reveal its behavior characteristics and unseen failure mech- Received in revised form 13 May 2018 anism, based on the structural stressing state theory. Firstly, the structural stressing state and corre- Accepted 18 May 2018 sponding characteristic parameters http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png

10.1016/j.conbuildmat.2018.05.155

Elsevier — Jun 11, 2020

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Abstract

Construction and Building Materials 178 (2018) 574–583 Contents lists available at ScienceDirect Construction and Building Materials journal homepage: www.elsevier.com/locate/conbuildmat Experimental investigation into stressing state characteristics of large-curvature continuous steel box-girder bridge model Jun Shi, Weitao Li, Kaikai Zheng, Kangkang Yang, Guangchun Zhou Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Harbin 150090, China highlights Characterizing structural working behavior by structural stressing state theory. Updating structural failure load of a bridge using the Mann-Kendall criterion. Revealing structural progressive failure characteristics. Proposing and modelling stressing state submodes. Demonstrating structural coordinative working performance. ar ti c l e i nf o ab stra ct Article history: This paper conducts the experimental investigation into the whole working process of a large-curvature Received 2 November 2017 continuous steel box-girder bridge model to reveal its behavior characteristics and unseen failure mech- Received in revised form 13 May 2018 anism, based on the structural stressing state theory. Firstly, the structural stressing state and corre- Accepted 18 May 2018 sponding characteristic parameters

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