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Zuanfeng Pan

As seen in: Wiley Online Library, MDPI
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Articles

Quantifying Arch Action in Intermediate Shear Span RC Beams: A Coefficient-Based Approach for Shear Strength Prediction

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By Haoran Lin, Zuanfeng Pan
| ascelibrary.org
Get full access to this article View all available purchase options and get full access to this article. Data Availability Statement Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. Author Contributions Haoran Lin: Conceptualization; Formal analysis; Investigation; Methodology; Software; Validation; Writing – original draft. Zuanfeng Pan: Conceptualization; Methodology; Writing – review and editing.
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Finite element modeling of crack width and crack spacing of reinforced concrete flexure members

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By Zheng H Huang, Le Huang, Zuanfeng Pan, Beeby AW
| Wiley Online Library Verified
CONFLICT OF INTEREST STATEMENT None of the authors have a conflict of interest to disclose. REFERENCES 1 ACI. Control of cracking of concrete structures. Farmington Hills: American Concrete Institute; 2001. 2, , . Effect of secondary cracks for cracking analysis of reinforced concrete tie. ACI Mater J. 2013; 110: 207–214. 3, . Maximum crack width in reinforced concrete flexural members. ACI J Proc. 1968; 10: 87–117. 4, , , .
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Experimental Study and Finite Element Modelling of Squat Shear Walls under Combined Cyclic Loads and High Axial Loads

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By Chenhua Jin, Yanli Su, Zuanfeng Pan, Shaoping Meng
| MDPI
3.5. Strain Analysis The stress state of specimens can be directly detected by the strain gauges attached to the reinforcement. The strain variation and distribution of longitudinal and transverse reinforcement have been studied, in order to better understand the stress state of the shear wall during the whole loading process.
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