Effects of Shear Mechanisms on Impact Behavior of Reinforced Concrete Beams
By S. Saatci, F. Vecchio. 2009
338 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/466c1faa70b43c92eba582cebff452b8fd3b0bed
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
- Thong M. Pham
- Gholamreza Gholipour
- Chunwei Zhang
- Asma Alsadat Mousavi
- Hong Hao
- Impact Loading
- M. Sheikh
- Matthew Goldston
In Civil and Structural Engineering
- Gholamreza Gholipour
- Chunwei Zhang
- Asma Alsadat Mousavi
- Thong M. Pham
- Hong Hao
- Impact Loading
- M. Sheikh
- Matthew Goldston
Citations in the corpus
- Experimental investigation of the behaviour of concrete beams reinforced with GFRP bars under static and impact loading (2016, background): “Beams designed for higher shear capacity showed the ability to absorb more energy [22].”
- Review of Concrete Structures Strengthened with FRP Against (2016, background): “Experimental results have shown that the failure mode of beams may change from the flexural mode under static loads to the shear failuremode under impact loads [59,62–65].”
- Study on Impact Behavior and Impact Force of Bridge Pier Subjected to Vehicle Collision (2017, background): “Saatci and Vecchio [5] conducted four groups of drop hammer impact tests on RC beams to study the effects of shear capacity on the impact behavior of RC beams and developed the simplified single degree of freedommethods for impact analysis of structures.”
- Effect of the plastic hinge and boundary conditions on the impact behavior of reinforced concrete beams (2017, result): “This phenomenon was experimentally observed and qualitatively reported in the previous studies [5, 12, 36, 37].”
- State-of-the-Art Review on Responses of RC Structures Subjected to Lateral Impact Loads (2020, background): “From an experimental investigation by Saatci and Vecchio [18] on the shear behaviors of RC beams varying in the ratio of shear reinforcements under high-rate impact loading with an impact velocity of 8 m/s, it was observed that all specimens with different shear resistances suffered severe shear cra”