Y
Yongtao Bai
Researcher at Chongqing University
Publications - 61
Citations - 798
Yongtao Bai is an academic researcher from Chongqing University. The author has contributed to research in topics: Engineering & Beam (structure). The author has an hindex of 11, co-authored 47 publications receiving 440 citations. Previous affiliations of Yongtao Bai include Xi'an Jiaotong University & Kyushu University.
Papers
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Experimental investigation on shear behavior of steel beam-to-CFST column connections with irregular panel zone
Ben Mou,Yongtao Bai +1 more
TL;DR: In this article, an experimental investigation on the seismic behavior of a novel steel-concrete composite beam-to-column connections reinforced by outer-annular-stiffener is presented.
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Shear Behavior of Panel Zones in Steel Beam-to-Column Connections with Unequal Depth of Outer Annular Stiffener
TL;DR: In this article, an experimental investigation of the shear behavior of steel beam-to-column connections with unequal depth of outer annular stiffener is presented. The depth to thickness ratio (D∶t) is defined.
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Ultra-high strength circular short CFST columns: Axisymmetric analysis, behaviour and design
Vipulkumar Ishvarbhai Patel,Mostafa Fahmi Hassanein,Huu-Tai Thai,H. Al Abadi,Mohamed Elchalakani,Yongtao Bai +5 more
TL;DR: In this paper, a nonlinear axisymmetric simulation of axially loaded ultra-high strength circular short Concrete-Filled Steel Tubular (CFST) columns is reported.
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Post-local buckling failure of slender and over-design circular CFT columns with high-strength materials
TL;DR: In this paper, the authors investigated the ultimate behavior and post-local buckling failures of circular concrete-filled steel tubular (CFT) beam-columns under cyclic loading with constant axial force.
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A new comprehensive model of damage for flexural subassemblies prone to fatigue
TL;DR: A general lumped damage simulation model is developed for predicting the fatigue life and the associated crack propagation in the full range of elastic and plastic amplitudes and demonstrates a new perspective for fatigue-induced remaining life quantification for engineering structures.