Results 41 to 50 of about 390,061 (284)
Shear capacity of reinforced concrete corbels using mechanism analysis [PDF]
A mechanism analysis is developed to predict the shear capacity of reinforced concrete corbels. Based on shear failure observed in experimental tests, kinematically admissible failure mechanisms are idealised as an assemblage of two rigid blocks ...
Abdul-Wahab HMS +22 more
core +1 more source
This article investigates the nonlinear behavior of single-keyed dry joints in segmental precast bridges under direct shear loading on the basis of nonlinear finite element analysis on lots of specimens with concrete plastic damage considered.
Wenqi Hou +5 more
doaj +1 more source
A practice-oriented approach for the assessment of brittle failures in existing reinforced concrete elements [PDF]
A practice-oriented approach was used to assess shear failures in existing reinforced concrete (RC) elements. A simple tool, in form of non-dimensional domains, is obtained considering the capacity models suggested by European and Italian codes.
De Luca, Flavia, Verderame, Gerardo M.
core +2 more sources
Design equations for reinforced concrete members strengthened in shear with external FRP reinforcement formulated in an evolutionary multi-objective framework [PDF]
Methods for predicting the shear capacity of FRP shear strengthened RC beams assume the traditional approach of superimposing the contribution of the FRP reinforcing to the contributions from the reinforcing steel and the concrete.
Perera Velamazán, Ricardo +1 more
core +3 more sources
Concrete columns are considered critical elements with respect to the stability of buildings during earthquakes. To improve the accuracy of column damage and collapse risk estimates using numerical simulations, it is important to develop a methodology to
Seyed Sasan Khedmatgozar Dolati +2 more
doaj +1 more source
Concrete beams with externally bonded flexural FRP-reinforcement: analytical investigation of debonding failure [PDF]
This paper studies the problem of early concrete cover delamination and plate-end failure of reinforced concrete beams strengthened with externally bonded FRP-reinforcement. The accuracy of analytical models and finite element (FE) methods for predicting
Adams +28 more
core +1 more source
Punching shear capacity of reinforced concrete slabs with headed shear studs [PDF]
Punching shear in slabs is analogous to shear in beams. Despite this similarity, current design codes provide distinctly different methods for the design of shear reinforcement in the two situations. For example, the Eurocode method for beam shear design is founded on the theory of rigid plasticity. To design shear reinforcement in slabs, on the other
Hoang, Linh Cao, Pop, Anamaria
openaire +2 more sources
Shear Capacity Model of Prefabricated Shear-Keyed Tooth Joints Under Confining Stress
Shear-keyed tooth joints (SKTJs) are commonly used in prefabricated buildings, including wind turbine foundations, to connect prestressed modules. Due to the significant loss of prestress in precast wind turbine foundations, slip failure is more likely ...
Chao Shen +6 more
doaj +1 more source
This study presents the shear capacity of eco-friendly high-strength concrete (HSC) beams reinforced by 0.75% (by volume) of hooked steel fibers or shear stirrups with various spacings. Five large-scale HSC beams with steel fibers or stirrups were tested
Tian-Feng Yuan +3 more
doaj +1 more source
Low temperature heat capacity of severely deformed metallic glass
The low temperature heat capacity of amorphous materials reveals a low-frequency enhancement (boson peak) of the vibrational density of states, as compared with the Debye law.
Albe, Karsten +5 more
core +1 more source

