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Wei-bin Yuan

Zhejiang University of Science and Technology

310023

China

SCHOLARLY PAPERS

4

DOWNLOADS

189

TOTAL CITATIONS

1

Scholarly Papers (4)

1.

Calculation of Co2 Uptake by Carbonation in Cement and Geopolymer Concretes – a Comparison Study

Number of pages: 14 Posted: 02 Jan 2024
Nan-ting Yu, Hang-feng Ma, Wei-hao Li and Wei-bin Yuan
Zhejiang University of Technology, Zhejiang University of Technology, Zhejiang University of Technology and Zhejiang University of Science and Technology
Downloads 109 (645,052)

Abstract:

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Carbon-dioxide, carbonation, Diffusion, CO2 uptake, Concrete, Modelling

2.

A Two-Step Approach for Calculating Chloride Diffusion Coefficient in Concrete with Both Natural and Recycled Concrete Aggregates

Number of pages: 15 Posted: 30 Mar 2022
Wei-bin Yuan, Lixuan Mao and Long-yuan Li
Zhejiang University of Science and Technology, University of Plymouth and University of Plymouth
Downloads 44 (1,133,231)

Abstract:

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Chloride, diffusion coefficient, recycled concrete aggregate, modelling, concrete

3.

Local enhancing technique and design of perforated steel plate shear walls

Number of pages: 38 Posted: 03 Sep 2025
Zhejiang University of Technology, Zhejiang University of Technology, Zhejiang University of Science and Technology, Zhejiang University of Technology, Harbin Institute of Technology and Zhejiang University
Downloads 31 (1,332,057)
Citation 1

Abstract:

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Perforated steel plate shear walls, Enhancing frame, Tension strip model, Cyclic behavior, Opening strength ratio, Design method

4.

Experimental and Theoretical Investigation into Shear Failure Mechanisms of Deep Beams without Stirrups Based on ECC-RC Tests

Number of pages: 29 Posted: 15 Jun 2026
Zhejiang University of Technology, Zhejiang University of Technology, Zhejiang University of Technology, Zhejiang University of Technology, Zhejiang University, Zhejiang University of Science and Technology, Zhejiang University of Technology and Zhejiang University of Technology
Downloads 5

Abstract:

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ECC, ECC-RC beam, partial interaction theory, Size effect, Shear strength