Results 21 to 30 of about 16,885 (231)
To study the performance and failure mechanisms of concrete-filled steel tube (CFST) column sleeve grouting connections, theoretical analysis and finite element simulation were performed for the structure in the connection.
Wenpeng Che +3 more
doaj +1 more source
Strut and Tie Modelling of Reinforced Concrete Deep Beams Under Static and Fixed Pulsating Loading
Numerical analysis of the performance of reinforced concrete (RC) deep beam subjected to static and fixed-point pulsating loading at the midpoint has been investigated. Three-dimensional nonlinear finite element model using the Strut and Tie approach was
Ajibola Ibrahim Quadri
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Shear resistance of self-stressing concrete elements expanded under 2D restraint conditions [PDF]
An analytical design model for estimation the shear resistance of plane self-stressing concrete elements with orthogonal reinforcement is presented. The design model is based on the strut-and-tie model concept and takes into consideration the restrained ...
Tur Viktar, Sannikava Volha
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Influence of Shear Reinforcement on Reinforced Concrete Continuous Deep Beams [PDF]
yesTest results of 24 reinforced concrete continuous deep beams are reported. The main variables studied were concrete strength, shear span-to-overall depth ratio (a/h) and the amount and configuration of shear reinforcement.
Ashour, Ashraf F. +2 more
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Deployable Tensegrity Reflectors for Small Satellites [PDF]
Future small satellite missions require low-cost, precision reflector structures with large aperture that can be packaged in a small envelope. Existing furlable reflectors form a compact package which, although narrow, is too tall for many applications ...
Pellegrino, S., Tibert, A. G.
core +2 more sources
This paper proposes a method to modify the strut effectiveness factor in the strut-and-tie model for CFRP-strengthened reinforced concrete deep beams.
M. Panjehpour +3 more
doaj +1 more source
On the basis of the test results of nine steel-fiber high-strength concrete corbel specimens subjected to a vertical load, the influence of the steel fiber content on the shear performance of corbels was analyzed.
Shu-Shan Li +7 more
doaj +1 more source
Alternative Strut and Tie Model for Reinforced Concrete Deep Beams
This paper presents a simple strut and tie model to calculate the shear strength of reinforced concrete deep beams. The proposed model assumes that the shear strength is the algebraic sum of three strength components: concrete diagonal strut, vertical ...
Ahmed Faleh Al-Bayati
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Would RC wide-beam buildings in Spain have survived Lorca earthquake (11-05-2011)? [PDF]
Lorca earthquake (11-05-2011) is most destructive event recorded in Spain, causing nine fatalities and other severe consequences. Its important intensity was rather unexpected, and serious concern arose regarding risk of building stock in Spain.
Benavent Climent, Amadeo +2 more
core +2 more sources
The strut-and-tie models in reinforced concrete structures analysed by a numerical technique
The strut-and-tie models are appropriate to design and to detail certain types of structural elements in reinforced concrete and in regions of stress concentrations, called "D" regions.
V. S. Almeida +2 more
doaj +1 more source

