scholarly journals Full-scale cyclic testing of realistic reinforced-concrete beam-column joints

MethodsX ◽  
2021 ◽  
pp. 101409
Author(s):  
José Melo ◽  
Daniel A. Pohoryles ◽  
Tiziana Rossetto ◽  
Humberto Varum
Keyword(s):  
Reinforced Concrete ◽  
Concrete Beam ◽  
Reinforced Concrete Beam ◽  
Full Scale ◽  
Cyclic Testing

Seismic Performance and Assessment of Precast Beam-Column Corner Joint Subject to Reversible Lateral Cyclic Loading

2014 ◽  
Vol 661 ◽  
pp. 128-133
Author(s):  
Mohd Azuan Tukiar ◽  
Abd Ghani Kay Dora ◽  
Nor Hayati Hamid
Keyword(s):  
Reinforced Concrete ◽  
Cyclic Loading ◽  
Seismic Performance ◽  
Concrete Beam ◽  
Reinforced Concrete Beam ◽  
Visual Observation ◽  
Full Scale ◽  
Damage State ◽  
Displacement Ductility ◽  
Column Joint

A seismic performance of full-scale precast reinforced concrete beam-column corner joint with corbel was examined in the laboratory. The precast beam-column joint designed using BS8110:1:1997 was tested under lateral cyclic loading up to +1.5% drift. Displacement ductility of precast beam-column joint with corbel was determined. The visual observation showed that the damage occurred at the corbel of beam-column joint. Major cracks were also observed at the cast-in-place area above the joint area. In this paper, the damage state of the specimen is categorized in accordance to HAZUS®99 and the vulnerability of the specimen was assessed using fragility curve.

scholarly journals Cyclic testing of a haunched reinforced concrete beam

1979 ◽  
Vol 12 (1) ◽  
pp. 67-71
Author(s):  
S. J. Thurston ◽  
A. W. Charleson
Keyword(s):  
Reinforced Concrete ◽  
Concrete Beam ◽  
Reinforced Concrete Beam ◽  
Summary Report ◽  
Cyclic Testing

This is a summary report of recent testing of a haunched reinforced concrete beam at the Ministry of Works and Development Central Laboratories. The testing will shortly be reported in greater depth in Ministry of Works and Development Central Laboratories Report No. 5-79/2.

Bearing Capacity Calculation of Full-Scale Reinforced Concrete Beam-Column Joints Based on a Strut-and-Tie Model

2013 ◽  
Vol 351-352 ◽  
pp. 95-98
Author(s):  
Zhen Bao Li ◽  
Fen Fen Sun ◽  
Er Wei Guo ◽  
Wen Jing Wang
Keyword(s):  
Reinforced Concrete ◽  
Bearing Capacity ◽  
Concrete Beam ◽  
Reinforced Concrete Beam ◽  
Full Scale ◽  
Test Results ◽  
Strut And Tie ◽  
Capacity Calculation ◽  
Core Areas ◽  
Strut And Tie Model

Based on test results of two full-scale reinforced concrete beam-column joints, carrying capacities of core areas of the joints were calculated and modified based on the strut-and-tie model. The results indicate that the capacities calculated with h-D-regions is smaller than those with h/2-D-regions, and the calculated results with h/2-D-regions agree better with the test results.

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