Results 261 to 270 of about 110,703 (292)

Novel approaches to quantification of the vegetation effects on soil strength [PDF]

, 2017
Gonzalez Ollauri, Alejandro, Mickovski, Slobodan, Tardio, Guillermo   +2 more
core  

DEM study on the effect of fiber length and content on the macro-micro mechanical behavior of fiber-sand mixture. [PDF]

Sci Rep
Tan F, Yin G, Zhao P, Sun G, Li Z, Zhang Z.   +5 more
europepmc   +1 more source

Macro-micro mechanisms of void formation and grouting strength reinforcement in concrete pavement slabs using FEM-DEM coupling method. [PDF]

Sci Rep
Zhang X, Long J, Wang Z, Wang Y, Ran D.
europepmc   +1 more source

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Shear behavior of reinforced concrete beams with wire rope shear reinforcement

Materials and Structures, 2023
International ...
Doraine Rouphael, Florent Vieux-Champagne, Yannick Sieffert, Yann Malecot   +3 more
openaire   +2 more sources

Shear resistance of reinforced laterized concrete beams without shear reinforcement

Building and Environment, 1990
Abstract This paper describes tests on shear resistance and deflection characteristics of 46 reinforced concrete beams without web reinforcement, 32 of the beams are laterized concrete containing laterites at 25%, 50%, 75% and 100% of total fine aggregate content, 6 beam have varying percentage reinforcement 1.81%, 2.28% and 2.75% while the remaining
M.A. Salau, L.A. Balogun
openaire   +1 more source

Shear fatigue behaviour of reinforced concrete elements without shear reinforcement

Engineering Structures, 2014
Abstract The shear fatigue behaviour of reinforced concrete elements without stirrups is dealt with in this paper. Existing experimental results have shown significant differences between the static and fatigue failure mode of reinforced concrete.
Juan Manuel Gallego, Carlos Zanuy, Luis Albajar   +2 more
openaire   +1 more source

Shear strength of prestressed FRP reinforced concrete beams with shear reinforcement

Engineering Structures, 2020
Abstract To avoid brittle shear failures, the shear strength of reinforced concrete beams has to be verified at ultimate limit state. For this purpose, simple but accurate shear design provisions or shear resistance models are required. In current design provisions the influence of prestressing is either neglected or insufficiently considered in the ...
Sophia Kueres, Norbert Will, Josef Hegger   +2 more
openaire   +1 more source