Seismic Performance Analysis of the Internal Joint in the New Demountable Fabricated Concrete Frame with Prestressed Mortise–Tenon Connections
Abstract
:1. Introduction
2. Proposal of the New Joint
3. Foundation and Validation of FEM
3.1. Foundation of FEM
3.1.1. Material Constitutive Model
3.1.2. Element
3.1.3. Boundary and Load
3.1.4. Interaction and Connections
3.2. Validation of FEM
4. Analysis of Results
4.1. Failure Process and Failure Type
4.1.1. The Tenon of the Upper Column
4.1.2. Connection Region of the One-Piece Beam–Slabs
4.1.3. Lower Frame Column Cups
4.2. Hysteretic Behavior
5. Parameter Study
5.1. Axial Compression Ratio n
5.2. Area of Unbonded Prestressed Reinforcement As
5.3. Initial Effective Stress of Prestressed Reinforcement fpu
5.4. Reinforcement Ratio of the Joint in Core Region ρsv
5.5. Friction Coefficient μ
6. Conclusions
- (1)
- The novel joint combines the advantages of mortise-tenon and the UPS, resulting in the internal joint exhibits excellent energy dissipation potential under the horizontal cyclic loads. The damage process of the joint under the horizontal loading can be divided into four stages: elasticity, yielding, plastic deformation extension, and failure stage. The deformation in the core zone of the internal joint involves the local damage and plastic deformation, as well as the relative slip deformation.
- (2)
- The damage mode of the tenon in the upper column is bend-shear damage, while the damage mode of the cup in the lower column is crushing damage. The damage mode of the tenon in the one-piece beam-slabs is bending and shear damage, while the other parts in the connection region is localized crushing damage.
- (3)
- Increasing the axial compression ratio enhances the shear bearing capacity of the joint but diminishes its ductility. The effective initial stress of the UPS and the concrete friction coefficient exhibit a minor influence on the seismic performance of the joint. Appropriately increasing the area and the effective initial stress of the UPS, the local reinforcement ratio of the core region, and the friction coefficient can improve the peak capacity, but they may accelerate the local damage of the core zone. This paper suggests that the value of the axial compression ratio should not exceed 0.3, the area of the UPS is between Asn=0.02 and Asn=0.1, the effective initial stress of the UPS is lower than 0.75fpu, and the friction coefficient of concrete interface is between 0.6 to 0.7.
- (4)
- This paper primarily investigates the internal joint using the refined finite element modeling. The findings require further validation through subsequent experimental research. Additionally, the overall performance of this new frame structure needs to be assessed in future work.
7. The Limitations and Challenges of the Study
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
Appendix A
Region Part | Station | I | II | III | IV |
Tenon of the upper column | Stress | ||||
Compression damage | |||||
Tensile damage | |||||
Tenon of the one-piece beam–slab | Stress | ||||
Compression damage | |||||
Tensile damage | |||||
p of the lower column | Stress | ||||
Compression damage | |||||
Tensile damage |
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Dilation Angle | Eccentricity | fbo/fco | k | Viscosity Parameter |
38 | 0.1 | 1.16 | 0.6667 | 0.0005 |
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Wang, J.; Zhang, C.; Zhang, W. Seismic Performance Analysis of the Internal Joint in the New Demountable Fabricated Concrete Frame with Prestressed Mortise–Tenon Connections. Sustainability 2024, 16, 7898. https://doi.org/10.3390/su16187898
Wang J, Zhang C, Zhang W. Seismic Performance Analysis of the Internal Joint in the New Demountable Fabricated Concrete Frame with Prestressed Mortise–Tenon Connections. Sustainability. 2024; 16(18):7898. https://doi.org/10.3390/su16187898
Chicago/Turabian StyleWang, Junwei, Cheng Zhang, and Wenxue Zhang. 2024. "Seismic Performance Analysis of the Internal Joint in the New Demountable Fabricated Concrete Frame with Prestressed Mortise–Tenon Connections" Sustainability 16, no. 18: 7898. https://doi.org/10.3390/su16187898