Flexural performance of UHPC-filled narrow joints between precast concrete bridge slabs
The deck slabs narrow joints in concrete bridges filled with Ultra-high performance concrete (UHPC) have the potential for wide application and high-efficiency promotion, but there is limited research available on this topic.
Haibo Jiang +4 more
doaj +1 more source
Deformações nas diagonais comprimidas em blocos sobre duas estacas
Existem vários modelos para o dimensionamento de blocos sobre estacas, sendo que um deles é o modelo de escoras (bielas) e tirantes. Escoras são representações gráficas dos fluxos das tensões principais de compressão de um dado elemento, enquanto que os ...
R. G. Delalibera, J. S. Giongo
doaj +1 more source
Experimental Investigation on Shear Capacity of Steel-Fiber-Reinforced High-Strength Concrete Corbels. [PDF]
Li SS +6 more
europepmc +1 more source
Strut and tie model for predicting shear behavior of interior RC beam column joints under seismic loading. [PDF]
Zhao W, Yan Y, Yue Y, Xue R, Yan X.
europepmc +1 more source
Experimental Study and Calculation Methods of Shear Capacity for High-Strength Reinforced Concrete Full-Scale Deep Beams. [PDF]
Li S, Wu Z, Zhang J, Xie W.
europepmc +1 more source
Experimental Investigation of Shear Connection in Precast Concrete Sandwich Panels with Reinforcing Ribs. [PDF]
Macháček J +3 more
europepmc +1 more source
Finite element analysis of a constructional column on the out-of-plane performance of the damaged steel frame-infilled wall. [PDF]
Wang Z +5 more
europepmc +1 more source
Shear-Flexural Performance of Steel Fiber-Reinforced Concrete Composite Beams: Experimental Investigation and Modeling. [PDF]
Zhi Q +5 more
europepmc +1 more source
Full-Scale Fatigue Test and Finite Element Analysis on External Inclined Strut Welded Joints of a Wide-Flanged Composite Box Girder Bridge. [PDF]
Wang B +6 more
europepmc +1 more source
Structural Optimization and Finite Element Analysis of Variable-Stiffness Biodegradable Vascular Stents. [PDF]
Zhang H +5 more
europepmc +1 more source

