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Open access Jul 2026

Finite Element Analysis of Controlled-Slip Bolted Shear Connectors for Interface Deformation Coordination in Negative-Moment Regions of Steel–UHPC Composite Beams

To improve deformation compatibility in the negative-moment regions of continuous steel–ultra-high-performance concrete (UHPC) composite girders, this study investigates a controlled-slip bolted shear connector in which bolt-hole clearance is intentionally used as a deformation-release parameter. A three-dimensional no...

Yongbao Jiao, Guang Ouyang, Yong Wang et al. · 0 citations
Open access Aug 2026

Evolution and Numerical Prediction of Fatigue‐Controlled Regions in Bolted–Welded Joints of Steel Truss Bridges

Steel truss bridge nodes are prone to fatigue damage under long‐term cyclic loads due to their complex connection forms and significant stress concentrations, which may compromise the service safety of steel bridges. This study develops a three‐dimensional nonlinear refined finite element model for typical bolted and w...

Zian Zhang, Haoran Jiang, Yong Wang et al. · 0 citations

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