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225 results on '"Sun, Junbo"'

1. Interfacial Cracking at Layer and Filament Interfaces of 3D Printed Concrete: Experimental and Numerical Studies

Author

Gerong, Wangdui, Wang, Pengfei, Liao, Minmao, Chen, Zhaohui, Sun, Junbo, de Amorim Almeida, Henrique, Series Editor, Al-Tamimi, Abdulsalam Abdulaziz, Editorial Board Member, Bernard, Alain, Editorial Board Member, Boydston, Andrew, Editorial Board Member, Koc, Bahattin, Editorial Board Member, Stucker, Brent, Editorial Board Member, Rosen, David W., Editorial Board Member, de Beer, Deon, Editorial Board Member, Pei, Eujin, Editorial Board Member, Gibson, Ian, Editorial Board Member, Drstvensek, Igor, Editorial Board Member, de Ciurana, Joaquim, Editorial Board Member, Lopes da Silva, Jorge Vicente, Editorial Board Member, da Silva Bártolo, Paulo Jorge, Editorial Board Member, Bibb, Richard, Editorial Board Member, Alvarenga Rezende, Rodrigo, Editorial Board Member, Wicker, Ryan, Editorial Board Member, Kosova Spahiu, Tatjana, Editorial Board Member, Bártolo, Helena, Editorial Board Member, Franchin, Giorgia, Editorial Board Member, Yasa, Evren, Editorial Board Member, Tan, Ming Jen, editor, Li, Mingyang, editor, Tay, Yi Wei Daniel, editor, Wong, Teck Neng, editor, and Bartolo, Paulo, editor

Published
2024
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2. Influence of Printing Pattern on Bearing Capacity of 3D Printed Concrete Hollow Structures

Author

Chen, Zhaohui, Wang, Zhenyue, Liao, Minmao, Sun, Junbo, Sun, Xiao, de Amorim Almeida, Henrique, Series Editor, Al-Tamimi, Abdulsalam Abdulaziz, Editorial Board Member, Bernard, Alain, Editorial Board Member, Boydston, Andrew, Editorial Board Member, Koc, Bahattin, Editorial Board Member, Stucker, Brent, Editorial Board Member, Rosen, David W., Editorial Board Member, de Beer, Deon, Editorial Board Member, Pei, Eujin, Editorial Board Member, Gibson, Ian, Editorial Board Member, Drstvensek, Igor, Editorial Board Member, de Ciurana, Joaquim, Editorial Board Member, Lopes da Silva, Jorge Vicente, Editorial Board Member, da Silva Bártolo, Paulo Jorge, Editorial Board Member, Bibb, Richard, Editorial Board Member, Alvarenga Rezende, Rodrigo, Editorial Board Member, Wicker, Ryan, Editorial Board Member, Kosova Spahiu, Tatjana, Editorial Board Member, Bártolo, Helena, Editorial Board Member, Franchin, Giorgia, Editorial Board Member, Yasa, Evren, Editorial Board Member, Tan, Ming Jen, editor, Li, Mingyang, editor, Tay, Yi Wei Daniel, editor, Wong, Teck Neng, editor, and Bartolo, Paulo, editor

Published
2024
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17. Exploring temperature-resilient recycled aggregate concrete with waste rubber: An experimental and multi-objective optimization analysis

Author

Tang Yunchao, Wang Yufei, Wu Dongxiao, Chen Mengcheng, Pang Lan, Sun Junbo, Feng Wanhui, and Wang Xiangyu

Subjects
rubber-modified recycled aggregate, compressive strength, peak strain, machine learning, multi-objective optimization, Technology, Chemical technology, TP1-1185
Abstract

For low-carbon sustainability, recycled rubber particles (RPs) and recycled aggregate (RA) could be used to make rubber-modified recycled aggregate concrete (RRAC). The characteristics (compressive strength and peak strain) of RRAC with various amounts of RA and RPs after heating at various temperatures were studied in this work. The results show that high temperatures significantly decreased the uniaxial compressive strength (UCS), whereas the addition of RA (e.g., 50%) and RPs (e.g., 5%) can mitigate the negative effect caused by high temperatures. The peak strain can also be improved by increasing the replacement ratios of RA and RP. Support vector regression (SVR) models were trained using a total of 120 groups of UCS and peak strain experimental datasets, and an SVR-based multi-objective optimization model was proposed. The excellent correlation coefficients (0.9772 for UCS and 0.9412 for peak strain) found to illustrate the remarkable accuracy of the SVR models. The Pareto fronts of a tri-objective mixture optimization design (UCS, strain, and cost) were successfully generated as the decision reference at varying temperature conditions. A sensitivity analysis was performed to rank the importance of the input variables where temperature was found as the most important one. In addition, the replacement ratio of RA is more important compared with that of the RP for both the UCS and strain datasets. Among the mechanical properties of concrete, compressive strength and peak strain are two key properties. This study provides guidance for the study of RRAC constitutive models under high temperatures.

Published
2023
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18. Identification of a highly conserved neutralizing epitope within the RBD region of diverse SARS-CoV-2 variants

Author

Wang, Yanqun, Yan, An, Song, Deyong, Duan, Maoqin, Dong, Chuangchuang, Chen, Jiantao, Jiang, Zihe, Gao, Yuanzhu, Rao, Muding, Feng, Jianxia, Zhang, Zhaoyong, Qi, Ruxi, Ma, Xiaomin, Liu, Hong, Yu, Beibei, Wang, Qiaoping, Zong, Mengqi, Jiao, Jie, Xing, Pingping, Pan, Rongrong, Li, Dan, Xiao, Juxue, Sun, Junbo, Li, Ying, Zhang, Linfeng, Shen, Zhenduo, Sun, Baiping, Zhao, Yanyan, Zhang, Lu, Dai, Jun, Zhao, Jingxian, Wang, Lan, Dou, Changlin, Liu, Zheng, and Zhao, Jincun

Published
2024
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21. An experimental investigation and machine learning-based prediction for seismic performance of steel tubular column filled with recycled aggregate concrete

Author

Tang Yunchao, Wang Yufei, Wu Dongxiao, Liu Zhonghe, Zhang Hexin, Zhu Ming, Chen Zheng, Sun Junbo, and Wang Xiangyu

Subjects
low-cycle reciprocating loading test, machine learning, recycled concrete-filled steel tube columns, slenderness ratio, seismic performance prediction, Technology, Chemical technology, TP1-1185
Abstract

This work presents the design and application of a low-cycle reciprocating loading test on 23 recycled aggregate concrete-filled steel tube columns and 3 ordinary concrete-filled steel tube columns. Additionally, a systematic study on the influence of various parameters (e.g., slenderness ratio, axial compression ratio, etc.) was conducted on the seismic performance of the specimens. The results show that all the specimens have good hysteresis performance and a similar development trend of skeleton curve. The influence of slenderness ratio on the seismic index of the specimens is more significant than that of the axial compression ratio and the steel pipe wall thickness. Furthermore, artificial intelligence was applied to estimate the influence of parameter variation on the seismic performance of concrete columns. Specifically, Random Forest with hyperparameters tuned by Firefly Algorithm was chosen. The high correlation coefficients (R) and low root mean square error values from the prediction results showed acceptable accuracy. In addition, sensitivity analysis was applied to rank the influence of the aforementioned input variables on the seismic performance of the specimens. The research results can provide experimental reference for the application of steel tube recycled concrete in earthquake areas.

Published
2022
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