Shiping Yin

Prof. Shiping Yin

orcid

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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1 May 2020 in Construction and Building Materials
Verified
Journal Article
Closed access
YHYuntao Hua
Yuntao Hua
SYShiping Yin
Shiping Yin
LFLinli Feng
Linli Feng

1 September 2020 in Construction and Building Materials
Verified
Journal Article
Closed access
YHYuntao Hua
Yuntao Hua
SYShiping Yin
Shiping Yin
ZPZhangtao Peng
Zhangtao Peng

14 September 2019 in Construction and Building Materials
Verified
Journal Article
Closed access
HYHua Yun-Tao
Hua Yun-Tao
SYShiping Yin
Shiping Yin
YYYu Yu-Lin
Yu Yu-Lin
Shan LiShan Li
Shan Li

1 July 2021 in Journal of Central South University
Verified
Journal Article
Closed access
PDF file
XSXun Su
Xun Su
SYShiping Yin
Shiping Yin
YZYing-De Zhao
Ying-De Zhao
YHYun-Tao Hua
Yun-Tao Hua

1 January 2019 in Journal of Engineered Fibers and Fabrics
Verified
Journal Article
Open access
PDF file
SYShiping Yin
Shiping Yin
YYYulin Yu
Yulin Yu
MNMingwang Na
Mingwang Na
To study the reinforcement effect of textile-reinforced concrete (TRC) on concrete structures in a marine environment, a four-point bending loading method was used for graded loading to analyze the influence of the dry–wet cycle number, the reinforcement method, and chopped fiber addition on the flexural properties of load-holding reinforced concrete beams reinforced with textile-reinforced concrete. The results show that with the increase of dry–wet cycle numbers, the crack width and deflection of beams develop faster and the bearing capacity decreases. The performance of the prefabricated textile-reinforced concrete plate is close to that of a cast-in-place textile-reinforced concrete in limiting crack, bearing capacity, and deflection deformation. The addition of chopped fibers in fine-grained concrete can improve the reinforcement effect of textile-reinforced concrete. Based on the experimental results and referring to the relevant design codes and literature, the calculation formula of the bearing capacity of TRC-strengthened beam with a secondary load is established, and the calculated values are in good agreement with the actual values.

7 February 2020 in KSCE Journal of Civil Engineering
Verified
Journal Article
Open access
PDF file
LJLei Jing
Lei Jing
SYShiping Yin
Shiping Yin
HLHenglin Lv
Henglin Lv
The improved effect of the bonding behavior of concrete and reinforcement is a critical indicator for estimating the validity of strengthening measures. The bonding behavior of unconfined or textile reinforced concrete (TRC)-confined concrete and a plain or deformed reinforcement was comparatively analyzed via the pull-out tests, and the influence of chloride wet-dry cycles also was considered on the bonding behavior. Moreover, the bonding behavior was further revealed from the view of energy. The study results indicated that the bonding failure of specimens with a deformed reinforcement was changed after TRC confinement, showing a certain ductile failure characteristic, and the integrity of the confined specimens was ensured at failure. The impact of chloride attack on the bonding behavior of concrete and a plain or deformed reinforcement was different under the unconfined or TRC-confined condition. The deterioration mechanism of the bonding behavior needs to be further investigated when the reinforcement is corroded seriously. The results from the energy analysis are consistent with the pull-out test results.