ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2014, Vol. 34 ›› Issue (增刊): 153-158.DOI: 10.3973/j.issn.1672-741X.2014.S.025
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ZHANG Xuejian, ZHUANG Xiaoying, ZHU Hehua
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Abstract:
Threedimensional accurate numerical model is favorable for the indeep study on the mechanical performance of segment joints. How to establish the relationship between the boundary conditions of the indoor experiments and those of the numerical models is one of the key factors to success. In the studies on the bending performance of segment joints, the influence of the axial force eccentricity cannot be ignored. In previous studies, idealized treatment is carried out, which resulted in big errors. In the paper, the uncertainty of the positions where the axial force is applied in the segment joint crushing experiment is discussed, the feasibility and rationality to determine the axial force eccentricity in accordance with the deviation between the numerical simulation result and the experiment result and by means of regression analysis is verified,the whole process from the displacement of the segment joints to the failure of the segment joints under the positive and negative bending moments is simulated, and finally some suggestion is made on the bending experiment and threedimensional numerical simulation of segment joints under positive and negative bending moments.
Key words: segment joint, boundary condition, axial force eccentricity, uncertainty
CLC Number:
U 45
ZHANG Xuejian, ZHUANG Xiaoying, ZHU Hehua. Study on Boundary Conditions of Threedimensional Numerical Models for Segment Joints[J]. Tunnel Construction, 2014, 34(增刊): 153-158.
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