Evaluation of Joint-Shear Provisions for Interior Beam-Column-Slab Connections Using High-Strength Materials

Guimarães, Gilson Natal; Kreger, Michael E.; Jirsa, James O.

doi:10.14359/1299

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“…Existing experimental studies on RC exterior/interior joints with a cast-in-place floor slab have confirmed that the floor slab can significantly enhance the flexural capacity of the beam, especially when the beam is in negative bending [e.g. [10][11][12][13][14][15][16][17][18][19][20]. Therefore, it is not unreasonable to believe that many existing RC frames in China and other countries/regions are likely to violate the strong column-weak beam requirement.…”

Section: Introductionmentioning

confidence: 99%

Behaviour of RC beams with a fibre-reinforced polymer (FRP)-strengthened web opening

Nie

Zhang

2020

Composite Structures

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Section: Introductionmentioning

confidence: 99%

Behaviour of RC beams with a fibre-reinforced polymer (FRP)-strengthened web opening

Nie

Zhang

2020

Composite Structures

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Problems of Application and Design of Shell Foundations

Amšiejus¹,

Gruodis²,

Janulevičius

1997

Statyba

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Flexural Behaviour of Interior R.C.BEAM Column Joint With and Without Slab Under Cyclic Loading

R¹

2014

IJRET

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The behavior of reinforced concrete moment resisting frame structures in recent earthquakes all over the world has highlighted the consequences of poor performance of beam column joints. Beam column joints in a reinforced concrete moment resisting frame are crucial zones for the transfer of loads effectively between the connecting elements (i.e. beams and columns) in the structure. In 1976, the design of beam column joint is first recommended and subsequently revision is carried out in the year 1985. Design specifications only for the beam column joints are given in IS 13920:1993. There is no provision for the type of column joint whether it be Edge column, Corner column or Interior column. Effect of slab is also not considered in this code. Hence a study and investigation is required on the beam-column joint with slab to suggest improvement in reinforcement detailing based on influence of slab. Two scaled specimens, one Interior Beam-Column joint with slab (BCJS) and another Interior Beam-Column joint without slab (BCJ) were made. Tests were carried out in structural laboratory and the results are discussed here.

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Evaluation of Joint-Shear Provisions for Interior Beam-Column-Slab Connections Using High-Strength Materials

Cited by 3 publications

References 0 publications

Behaviour of RC beams with a fibre-reinforced polymer (FRP)-strengthened web opening

Behaviour of RC beams with a fibre-reinforced polymer (FRP)-strengthened web opening

Problems of Application and Design of Shell Foundations

Flexural Behaviour of Interior R.C.BEAM Column Joint With and Without Slab Under Cyclic Loading

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