scholarly journals NUMERICAL ANALYSIS OF REINFORCED CONCRETE BEAM IN TWO-DIMENSIONAL FORM

2019 ◽  
pp. 36-47
Author(s):  
Besim Demirović ◽  
◽  
Nedim Osmić
Keyword(s):  
Reinforced Concrete ◽  
Numerical Analysis ◽  
Concrete Beam ◽  
Reinforced Concrete Beam ◽  
Two Dimensional

STM Modelling Methods of Structural Discontinuities

2017 ◽  
Vol 21 ◽  
pp. 73-77
Author(s):  
Vasile Murăraşu ◽  
Vasile Mircea Venghiac
Keyword(s):  
Reinforced Concrete ◽  
Numerical Analysis ◽  
Bearing Capacity ◽  
Concrete Beam ◽  
Reinforced Concrete Beam ◽  
Structural Members ◽  
Strut And Tie ◽  
Eurocode 2 ◽  
Modelling Methods

This paper presents Strut and Tie Method (STM) general modelling principles of discontinuity zones of structural members. In order to increase the precision for determining the bearing capacity of reinforced concrete beam ends, the possibility of simultaneously using two complementary versions of STM modelling of these extremities, statically determinate, complying with Eurocode 2, is analysed. To highlight the precision and simplicity of simultaneously applying the two modelling versions a numerical analysis is carried out, where the methodology is presented in detail.

Numerical Analysis on Steel Reinforced Concrete Beam-Concrete Filled Steel Tubular Column under Cyclic Loading

2012 ◽  
Vol 588-589 ◽  
pp. 203-207
Author(s):  
Chi Yun Zhao ◽  
Hua Li ◽  
Li Yun Li
Keyword(s):  
Finite Element ◽  
Reinforced Concrete ◽  
Numerical Analysis ◽  
Concrete Beam ◽  
Element Model ◽  
Simulation Method ◽  
Reinforced Concrete Beam ◽  
Steel Reinforced Concrete ◽  
Finite Element Software ◽  
Composite Joint

The nonlinear behavior of the full scale test of the composite joint between steel reinforced concrete beam and concrete filled steel tubular column under low cyclic reversed loading are simulated by using finite element software ANSYS. A separated model was used, element concrete solid 65, element shell 181 and element link 8 were used to model concrete material, steel members and steel bars respectively. The numerical analysis results are compared with the data of the experimental research. The advantages and shortcoming of the finite element model are given. A better numerical simulation method and a use for reference to the similar case are expected to be afforded.

scholarly journals Numerical analysis of a reinforced concrete beam under blast loading

2018 ◽  
Vol 149 ◽  
pp. 02063
Author(s):  
Yehya Temsah ◽  
Ali Jahami ◽  
Jamal Khatib ◽  
M Sonebi
Keyword(s):  
Reinforced Concrete ◽  
Numerical Analysis ◽  
Concrete Beam ◽  
Blast Loading ◽  
Reinforced Concrete Beam
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