Hongbo Liu

Prof. Dr. Hongbo Liu

School of Civil Engineering, Tianjin University, Tianjin, China

Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

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

Representative Publications

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28 January 2023 in Journal of Real-Time Image Processing
Verified
Journal Article
Closed access
PDF file
Zhihua ChenZhihua Chen
Zhihua Chen
FZFan Zhang
Fan Zhang
HLHongbo Liu
Hongbo Liu
LWLongxuan Wang
Longxuan Wang
QZQian Zhang
Qian Zhang
LGLiulu Guo
Liulu Guo

1 June 2024 in Journal of Construction Engineering and Management
Verified
Journal Article
Closed access
PDF file
FZFan Zhang
Fan Zhang
HLHongbo Liu
Hongbo Liu
ZCZhihua Chen
Zhihua Chen
LWLongxuan Wang
Longxuan Wang
QZQian Zhang
Qian Zhang
LGLiulu Guo
Liulu Guo
Collision accidents of construction vehicles frequently occur during the construction of building projects. It is difficult to warn of collision risk efficiently by using the safety control...

25 July 2020 in Natural Hazards
Verified
Journal Article
Closed access
PDF file
JWJianshuo Wang
Jianshuo Wang
HLHongbo Liu
Hongbo Liu
ZCZhihua Chen
Zhihua Chen
KMKejian Ma
Kejian Ma

10 December 2019 in KSCE Journal of Civil Engineering
Verified
Journal Article
Open access
PDF file
YWYapeng Wu
Yapeng Wu
HLHongbo Liu
Hongbo Liu
ZCZhihua Chen
Zhihua Chen
YLYu Liu
Yu Liu
Aluminum alloy Temcor joints have been extensively applied to aluminum alloy latticed shells, but easily experience low-cycle fatigue under the effects of strong winds. In this paper, the low-cycle fatigue performance of the Temcor joints was studied by experimental researches, finite element simulations and theoretical analyses. Six kinds of displacement loads were selected and the low-cycle fatigue failure mechanism and fatigue life of the Temcor joints were studied through experimental research. Under the effect of the low-cycle reciprocating load, the bolt went through continuous brittle failure and the failure position was located at the junction between the screw root and the nut. Consistent with the experimental situations, the finite element model was established and the simulation results were compared well with the experimental results. Then, a prediction method for low-cycle fatigue life based on the local stress-strain method was attempted, and the finite element simulation method was employed to calculate the key parameters. The low-cycle fatigue life prediction results based on the local stress-strain method accorded well with the test results.

2 June 2023 in Sustainability
Verified
Journal Article
Open access
PDF file
TZTing Zhou
Ting Zhou
KSKezhao Sun
Kezhao Sun
Zhihua ChenZhihua Chen
Zhihua Chen
ZYZhexi Yang
Zhexi Yang
HLHongbo Liu
Hongbo Liu
Many manual calculations and repeated modeling are required during the traditional structural design process. However, due to the high cost, rural buildings in China cannot be professionally designed and verified by designers as urban buildings, and their safety and economy cannot easily meet the requirements. Building Information Modeling (BIM) technology and intelligent optimization algorithms can effectively improve the structural design process and reduce design costs, but their applications in the field of rural residential buildings in China are limited. Therefore, this paper presents an innovative framework that realizes the structural design of rural light steel frame structures on the BIMBase platform (widely used BIM software in China, BIMBase 2023R1.3). Based on the parametric library of structural components built on standardized component coding, the framework completes the rapid modeling of rural light steel frame structures and the interaction between the BIMBase platform and structural analysis software, SATWE. The improved two-stage simulated annealing (SA) algorithm is applied to the structural design of rural buildings to obtain a design scheme that meets the design requirements and reduces the material consumption as much as possible. Two prefabricated rural light steel frame structures were analyzed to evaluate the efficiency of the proposed framework. The results show the feasibility of the proposed framework. Compared with traditional manual design methods, the design period can be reduced by six times while maintaining comparable levels of material consumption and structural design indicators.

1 December 2021 in Journal of Constructional Steel Research
Verified
Journal Article
Closed access
WMW.A.H. Mashrah
W.A.H. Mashrah
ZCZhihua Chen
Zhihua Chen
HLHongbo Liu
Hongbo Liu
Mohammed AmerMohammed Amer
Mohammed Amer