Results 201 to 210 of about 126,368 (351)
Solid or shell finite elements to model thick cylindrical tubes and shells under global bending [PDF]
Rotter, JM, Sadowski, AJ
core +1 more source
Abstract Reinforced concrete (RC) beams can be subjected to torsion, and failure due to torsion is brittle and poses a significant risk to occupants. Moreover, strengthening of existing RC beams in torsion may be required due to the upgrade of the structures or as part of structural rehabilitation.
Ahmed Hamoda +4 more
wiley +1 more source
Multiscale finite element analysis of TRC-strengthened concrete columns under lateral cyclic loading. [PDF]
Kim SJ, Ji SH, Moon DS, Youm HS, Kim DJ.
europepmc +1 more source
Impact of half‐joint failures on RC girder bridges: A robustness quantification study
Abstract The robustness of bridge structures is critical to ensuring safety and service continuity, particularly in aging infrastructure exposed to degradation and unexpected loads. Reinforced concrete (RC) half‐joint bridges—widely built in Italy between the 1950s and 1970s—exhibit specific vulnerabilities due to inspection challenges, durability ...
Paolo Martinelli, Matteo Colombo
wiley +1 more source
Structural performance of UHPC-columns reinforced with basalt bars under cyclic loading. [PDF]
El-Sayed TA +3 more
europepmc +1 more source
Abstract Fiber reinforced polymer (FRP) wrapping technology is commonly used to enhance the compressive strength (CS) of reinforced concrete (RC) members. Accurate prediction of the compressive strength of FRP‐confined concrete columns is crucial for optimizing structural design and helps reduce the time and costs associated with physical testing ...
XuanRui Yu +5 more
wiley +1 more source
Computational Modelling of a Prestressed Tensegrity Core in a Sandwich Panel. [PDF]
Pełczyński J, Martyniuk-Sienkiewicz K.
europepmc +1 more source
Abstract The reinforcement corrosion is one of the main degradation mechanisms in reinforced concrete structures. Its effects can harm structural elements by reducing mechanical capacity, mainly due to diminished reinforcement properties and expansive reactions within the concrete.
Vinícius D'Almeida Rodrigues Ramos +3 more
wiley +1 more source
Finite element analysis of the seismic performance of wind and rain bridge. [PDF]
Yuan W, Ding T, Hu X, Liu J.
europepmc +1 more source

