RC deep beams with unconventional geometries: Experimental and numerical analyses
AA Vieira, GSSA Melo, ACO Miranda - Computers and Concrete, An …, 2020 - dbpia.co.kr
This work presents numerical and experimental analyses of the behavior of reinforced-
concrete deep beams with unconventional geometries. The main goal here is to …
concrete deep beams with unconventional geometries. The main goal here is to …
[PDF][PDF] A note on gradient truss models
OT Akintayo, PG Papadopoulos… - International Review of …, 2012 - researchgate.net
The classical truss bar element formulation is revisited by assuming that the bar elements
can support elastic strain gradients along their length. The stress-strain relation for the bars …
can support elastic strain gradients along their length. The stress-strain relation for the bars …
Mesoscopic analysis of reinforced concrete beams
AL Tintu Shine, B Fincy, M Dhileep - Coupled systems mechanics, 2019 - dbpia.co.kr
Reinforced concrete can be considered as a heterogeneous material consisting of coarse
aggregate, mortar mix and reinforcing bars. This paper presents a two-dimensional …
aggregate, mortar mix and reinforcing bars. This paper presents a two-dimensional …
[PDF][PDF] Size and Scale Dependence of the Behavior of Truss Models: A Gradient Elasticity Approach
OT Akintayo¹ - sci-en-tech.com
The effect of size and scale dependence on the behavior of truss models is investigated, by
introducing higher order strain gradient terms and an internal length parameter (the gradient …
introducing higher order strain gradient terms and an internal length parameter (the gradient …
[CITATION][C] Inelastic stability analysis of high strength rectangular concrete-filled steel tubular slender beam-columns
[CITATION][C] Inelastic stability analysis of high strength rectangular concrete-filled steel tubular slender beam-columns
V lshavarbhai Patel, QQ Liang, MNS Hadi