Utilization of Confined Concrete in the Bottom Slab of Double Composite Box Girder Bridges
A mathematical model is proposed for the confinement of rectangular confined reinforced concrete elements under compression. The model was modified from existing models applied to rectangular confined concrete specimens.
Craik, Harry
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Numerical Simulation and Prediction of Flexure Performance of PSC Girders with Long-Term Prestress Loss. [PDF]
Materials (Basel)Won JH, Kwon WR, Kim JJ.
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Numerical investigation of seismic behavior in segmental assembled continuous beam bridges under near-fault ground motions. [PDF]
Sci ProgZhou Q, Zhou H, Xu H, Kang A, Zhang Q.
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Structural Effects of Concrete Creep in a Prestressed Balanced Cantilever Bridge Based on Classical and Fractional Rheological Models. [PDF]
Materials (Basel)Nowak K, Oleszek R, Zbiciak A.
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Fusion of Embedded Vision and Intelligent Algorithms for Non-Contact Deformation Monitoring. [PDF]
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Sci RepXing M, Zhu J, Zhao C, Sun Y.
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Research on the Equivalent Span of Hybrid Girder Bridges. [PDF]
Materials (Basel)Shangguan B +4 more
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Prediction of mechanical performance in prestressed concrete continuous rigid-frame bridges using CatBoost. [PDF]
Sci RepLi Q, Wang X, Ma X, Xu A.
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Environmental and economic benefits of UHPFRC intervention in bridge management for the Swiss network. [PDF]
Nat CommunBertola N, Küpfer C, Brühwiler E.
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A hybrid decoupled machine learning framework with physical constraints for predicting welding-induced residual stresses in steel girders. [PDF]
Sci RepZhang J, Huang W, Ni Z, Zhang Y.
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