Basic Test on the Dynamic Strength of R/C Square Columns under Biaxial Bending.

Hirasawa, Ikuo; Kanoh, Masao; Fujishiro, Masahiro

doi:10.2472/jsms.45.423

Cited by 2 publications

(1 citation statement)

References 0 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…First, a simple case of an RC cantilever column is analysed using the proposed LECM model. This column was tested by Hirasawa et al [17]. The dimensions of and reinforcement in the column are shown in Fig.…”

Section: Analysis Of Reinforced Concrete Test Specimen 51 Rc Cantilementioning

confidence: 99%

Three‐dimensional FE analysis of reinforced concrete structures using the lattice equivalent continuum method

Ahmad

Tanabe

2013

Structural Concrete

View full text Add to dashboard Cite

The lattice equivalent continuum model (LECM) has proved to be very effective in analysing reinforced concrete structures in twodimensional cases. That model is extended here to three dimensions and is fitted to a finite element formulation for analysing three-dimensional reinforced concrete structures. In any of the three principal directions, the stress-strain behaviour of concrete will be affected by the stress state in the other two directions. Consequently, stress-strain curves for concrete will shift from a uniaxial pattern. This phenomenon is considered in this work by selecting concrete peak stresses in three alternative approaches. The effectiveness of those approaches is also evaluated. The results of the calculations show good reproduction of the test data, which indicates the validity of this proposed 3D modelling of reinforced concrete.

show abstract

Section: Analysis Of Reinforced Concrete Test Specimen 51 Rc Cantilementioning

confidence: 99%

Three‐dimensional FE analysis of reinforced concrete structures using the lattice equivalent continuum method

Ahmad

Tanabe

2013

Structural Concrete

View full text Add to dashboard Cite

show abstract

3d Analysis of Rc Members by Unified Concrete Plasticity Model

Gupta

Tanabe

1998

Doboku Gakkai Ronbunshu

View full text Add to dashboard Cite

Three Dimensional finite element analysis of reinforced concrete (RC) members is a very complicated matter. Many researchers have proposed various ways of analyzing RC members. Most of them present separate models for tension and compression. Recently Tanabe et al. proposed a plasticity model named Unified Concrete Plasticity Model) which can be applied in multi-axial stress-strain situation. As a part of this research, this model was further developed2)-5) and in this paper, the feasibility of application of this modified model is tested before further development and implementation of advanced features like inelastic unloading of concrete, advanced reinforcement models etc. This is done by three dimensional finite element analysis of simple problems like beam and cantilever. In this analysis, the details of longitudinal reinforcement and lateral reinforcement or stirrups are included.

show abstract

Basic Test on the Dynamic Strength of R/C Square Columns under Biaxial Bending.

Cited by 2 publications

References 0 publications

Three‐dimensional FE analysis of reinforced concrete structures using the lattice equivalent continuum method

Three‐dimensional FE analysis of reinforced concrete structures using the lattice equivalent continuum method

3d Analysis of Rc Members by Unified Concrete Plasticity Model

Contact Info

Product

Resources

About