Yangming Gao

Dr. Yangming Gao

Marie S. Curie Research Fellow Section of Pavement Engineering, Faculty of Civil Engineering & Geosciences, Delft University of Technology, Stevinweg 1, 2628 CN Delft, The Netherlands
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 June 2019 in Applied Surface Science
Verified
Journal Article
Closed access
Yangming GaoYangming Gao
Yangming Gao
Yuqing ZhangYuqing Zhang
Yuqing Zhang
YYYang Yang
Yang Yang
JZJunhui Zhang
Junhui Zhang
FGFan Gu
Fan Gu

1 May 2018 in Construction and Building Materials
Verified
Journal Article
Closed access
Yangming GaoYangming Gao
Yangming Gao
Yuqing ZhangYuqing Zhang
Yuqing Zhang
FGFan Gu
Fan Gu
TXTao Xu
Tao Xu
HWHao Wang
Hao Wang

5 November 2023 in Applied Surface Science
Verified
Journal Article
Closed access
YZYingxue Zou
Yingxue Zou
Yangming GaoYangming Gao
Yangming Gao
ACAnqi Chen
Anqi Chen
SWShaopeng Wu
Shaopeng Wu
Yuanyuan LiYuanyuan Li
Yuanyuan Li
SASerji Amirkhanian
Serji Amirkhanian

1 October 2015 in Construction and Building Materials
Verified
Journal Article
Closed access
Yangming GaoYangming Gao
Yangming Gao
MDMansheng Dong
Mansheng Dong
LLLinglin Li
Linglin Li
LWLina Wang
Lina Wang
ZSZhibin Sun
Zhibin Sun

3 July 2019 in Road Materials and Pavement Design
Verified
Journal Article
Closed access
Yuqing ZhangYuqing Zhang
Yuqing Zhang
Yangming GaoYangming Gao
Yangming Gao
This study develops a damage mechanics-based crack growth model to predict crack length in a typical viscoelastic material (i.e. bitumen) under a rotational shear fatigue load. This crack growth model was derived using torque and dissipated strain energy equilibrium principles. The crack length was predicted using bitumen’s shear moduli and phase angles in the undamaged and damaged conditions, measured by linear amplitude sweep (LAS) tests and time sweep (TS) tests, respectively. The two tests were both performed using Dynamic Shear Rheometer (DSR), thus the crack growth model was named as a DSR-C model. To validate the DSR-C model, the crack lengths after the TS tests were measured using digital visualisation of cracking surfaces for one virgin bitumen and one polymer-modified bitumen at two temperatures (15, 20°C), two frequencies (10, 20 Hz) and two strain levels (5%, 7%) under unaged and aged conditions. Results show that the DSR-C model can accurately predict the crack length in the viscoelastic bitumen under the rotational shear fatigue load at different loading and material conditions. The crack growth includes initial transition period, steady growth period and rapid growth period under a controlled strain loading mode. The degradation of the material property results from the crack growth that initiates from the outer edge toward the centre of the sample under the rotational shear load.

31 March 2022 in Construction and Building Materials
Verified
Journal Article
Open access
Yangming GaoYangming Gao
Yangming Gao
Yuqing ZhangYuqing Zhang
Yuqing Zhang
CZChao Zhang
Chao Zhang
XLXueyan Liu
Xueyan Liu
Ruxin JingRuxin Jing
Ruxin Jing