Kaihang Han

Kaihang Han

orcid

Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 August 2015 in Tunnelling and Underground Space Technology
Verified
Journal Article
Closed access
CZChengping Zhang
Chengping Zhang
Kaihang HanKaihang Han
Kaihang Han
DZDingli Zhang
Dingli Zhang

1 October 2016 in Computers and Geotechnics
Verified
Journal Article
Closed access
Kaihang HanKaihang Han
Kaihang Han
CZChengping Zhang
Chengping Zhang
DZDingli Zhang
Dingli Zhang

10 August 2023 in Tunnelling and Underground Space Technology
Verified
Journal Article
Closed access
Kaihang HanKaihang Han
Kaihang Han
DZDongmei Zhang
Dongmei Zhang
XCXiangsheng Chen
Xiangsheng Chen
DSDong Su
Dong Su
JJJiann-Wen Woody Ju
Jiann-Wen Woody Ju
HCHongzhi Cui
Hongzhi Cui

16 February 2023 in International Journal of Damage Mechanics
Verified
Journal Article
Closed access
XZXiaofeng Zhao
Xiaofeng Zhao
Kaihang HanKaihang Han
Kaihang Han
JJJ Woody Ju
J Woody Ju
XCXiangsheng Chen
Xiangsheng Chen
WCWeitao Chen
Weitao Chen
HXHao Xiong
Hao Xiong
This article investigates the size effect of segmental tunnel linings on the deformation behavior and the damage evolution mechanism using the Finite Element Method (FEM). A series of models with different diameters are established under the same loading condition to control the variable. The bolts and the rebar apply the elastic-plastic model. The Concrete Damage Plasticity model has been considered for the concrete lining. The vertical convergence deformation, internal force of these models, and damage to the segment body are selected for comparison. The number and location of the yielded bolts are explored for the analysis of the overall structure stiffness and damage evolution mechanism. In terms of plastic hinge theory, an extended discussion is carried out to explain the differences in damage evolution mechanisms in different-sized linings. The results show the large-diameter lining rings have a relatively greater increasing rate of convergence deformation. Furthermore, fewer plastic hinges emerged in large-scale lining rings before the structures reached their ultimate strength. According to the experimental results, we can know that the failure of large-diameter has the characteristic of more brittle damage than that of small-diameter one and these large-size structures are prone to become unstable geometry.

29 April 2019 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
Kaihang HanKaihang Han
Kaihang Han
JJJiann-Wen Woody Ju
Jiann-Wen Woody Ju
HKHeng Kong
Heng Kong
MWMengshu Wang
Mengshu Wang

2 January 2026 in Tunnelling and Underground Space Technology
Verified
Journal Article
Closed access
YZYao Zhang
Yao Zhang
RXRuanxiang Xiong
Ruanxiang Xiong
PCPanpan Cheng
Panpan Cheng
YCYibo Chen
Yibo Chen
WZWeigang Zhao
Weigang Zhao
ZYZhiguo Yan
Zhiguo Yan