Results 61 to 70 of about 1,194,571 (156)
Tension stiffening effects in reinforced concrete members [PDF]
, 1985 This thesis is in two parts which are related by the common theme of tension stiffening. Part I develops the concept of a stress-strain envelope to model the behaviour of the concrete in tension below the neutral axis of a reinforced concrete beam.
Scott, R, Scott, R. H.
core
Nonlinear Finite Element Analysis of High Strength Fiber Reinforced Concrete Corbels [PDF]
Engineering and Technology Journal, 2008 This research work presents a nonlinear fini te elementinvestigation on the behavior of high strength fiber reinforced concretecorbels. This investigation is carried out in order to get a betterunderstanding of their behavior throughout the entire ...
Maha Mohammed Saeed Ridha
doaj +1 more source
Shock and Vibration, Volume 2024, Issue 1, 2024.This paper proposes a new beam to column connection, namely, the omnidirectional steel moment connection with through‐plate panel zone, which enables the connection of more than four beams to a column in moment frames at any arbitrary angle. The proposed connection was experimentally and numerically analyzed under cyclic loading.
Hadi Askarian +3 more
wiley +1 more source
A MODIFIED FORMULA TO PREDICT THE ULTIMATE LOAD CAPACITY OF REINFORCED CONCRETE CORBELS
Journal of Engineering and Sustainable Development, 2019 Various methods are used in designing reinforced concrete corbels. The aim of the present research is to provide a modified formula to predict the ultimate strength of reinforced concrete corbels using nonlinear regression analysis of experimental data ...
Jassim Muhsin Aliewi
doaj
BuildingsThis study aimed to investigate the shear performance of reinforced concrete corbels and to evaluate the accuracy and safety of the Chinese code GB 50010-2010’s triangular truss model and the American code ACI 318-19’s strut-and-tie model under various ...
Yuan Huang, Leilei Peng, Hanlin Wei
doaj +1 more source
Modified interactive strut-and-tie model for shear strength prediction of RC corbels
Engineering and Applied Science Research, 2019 On the basis of the modified Kupfer and Gerstle’s biaxial failure criterion ofconcrete, amodified interactive strut-and-tie model (MISTM) to predict the nominal shear strength of RC corbels was derived and is proposed in this paper.
Panatchai Chetchotisak +2 more
doaj +1 more source
, 1900 This record was harvested from a previous catalogue system and will be withdrawn in 2025. Information in this record may be superseded or incomplete.
Reinforced Concrete and Monier Pipe Construction Co. Pty Ltd
core
Numerical analysis of reinforced concrete dapped-end beams [PDF]
Revista IBRACON de Estruturas e MateriaisThe reinforced concrete dapped-ends present in beams, being regions of discontinuity, require non-trivial models for their analysis and design, such as the strut-and-tie model, the shear-friction model, and the finite element method.
Rejane Martins Fernandes Canha +2 more
doaj +1 more source
Shear capacity of reinforced concrete beams using neural network [PDF]
, 2007 NoOptimum multi-layered feed-forward neural network (NN) models using a resilient back-propagation algorithm and early stopping technique are built to predict the shear capacity of reinforced concrete deep and slender beams.
Song, J-K. +2 more
core +3 more sources
Test of reinforced concrete oviform pipe
, 2016 This record was harvested from a previous catalogue system and will be withdrawn in 2025. Information in this record may be superseded or incomplete.
Reinforced Concrete and Monier Pipe Construction Co. Pty Ltd
core