scholarly journals THE EXPERIMENTAL STUDY ON THE SETTLEMENT CRACKS OF CONCRETE OCCURRING OVER HORIZONTAL REINFORCING BARS AT THE EARLY AGES

2002 ◽  
Vol 67 (552) ◽  
pp. 7-11 ◽  
Author(s):  
Hyoung-Gyu LIM ◽  
Koichi MAEDA
Keyword(s):  
Experimental Study ◽  
Reinforcing Bars

An experimental study of welded splices of reinforcing bars

2006 ◽  
Vol 41 (10) ◽  
pp. 1394-1405 ◽  
Author(s):  
Camille A. Issa ◽  
Antoine Nasr
Keyword(s):  
Experimental Study ◽  
Reinforcing Bars

Experimental Study on the Structural Performance of Beam-Column Joints in Old Buildings without Designed Shear Reinforcement under Earthquake

2017 ◽  
Vol 902 ◽  
pp. 33-40
Author(s):  
Cong Thuat Dang ◽  
Ngoc Hieu Dinh
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Shear Failure ◽  
Test Results ◽  
Shear Reinforcement ◽  
Reinforcing Bars ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
Gravity Load ◽  
Load Beam

Old reinforced concrete buildings constructed around 1980’s in many developing countries have been designed against mainly gravity load. Beam-column joints in these buildings contain slightly or no shear reinforcement inside the panel zones due to the construction convenience, and are vulnerable to shear failure in beam-column joints under the action of earthquake loads, especially for the exterior beam-column joints. This experimental study aimed to investigate the seismic performance of five half-scale exterior beam-column joints simulating the joints in existing reinforced-concrete buildings with non-shear hoop details. The test results showed that the structural performances of the beam-column joints under earthquake including failure mode, load-drift ratio relationship, shear strain of the joints and energy dissipation are strongly affected by the amount of longitudinal reinforcing bars of beams.

Experimental study of the mechanical behavior of timber-concrete shear connections with threaded reinforcing bars

2018 ◽  
Vol 172 ◽  
pp. 997-1010 ◽  
Author(s):  
Decroly Denouwe Djoubissie ◽  
Adamah Messan ◽  
Eric Fournely ◽  
Abdelhamid Bouchaïr
Keyword(s):  
Experimental Study ◽  
Mechanical Behavior ◽  
Reinforcing Bars ◽  
Shear Connections

scholarly journals An Experimental Study on Aseismic Countermeasure of Railway Abutments Using Reinforcing Bars Integrated with Side Walls

2021 ◽  
Vol 16 (3) ◽  
pp. 191-208
Author(s):  
Takahiro YAMADA ◽  
Taisuke SANAGAWA ◽  
Takuya NAKASHIMA ◽  
Kohei KASAHARA ◽  
Hidetoshi NISHIOKA
Keyword(s):  
Experimental Study ◽  
Reinforcing Bars ◽  
Side Walls

scholarly journals EXPERIMENTAL STUDY OF THE BOND BEHAVIOUR OF REINFORCING BARS SUBJECTED TO THE SIMULTANEOUS PUSH AND PULL

1982 ◽  
Vol 322 (0) ◽  
pp. 52-63
Author(s):  
TOSHIYUKI MORIMOTO ◽  
SHIZUO HAYASHI ◽  
TOSHIO YOSHIDA ◽  
SEIJI KOKUSHO
Keyword(s):  
Experimental Study ◽  
Reinforcing Bars ◽  
Bond Behaviour ◽  
Push And Pull

scholarly journals Experimental Behavior of Concrete-Filled Steel Tubular Members Subjected to Lateral Loads

2018 ◽  
Vol 2018 ◽  
pp. 1-15 ◽  
Author(s):  
Chengzhi Wang ◽  
Xin Liu ◽  
Pengfei Li
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Bending Moment ◽  
Steel Tube ◽  
Test Results ◽  
Lateral Loads ◽  
Reinforcing Bars ◽  
Concrete Pile ◽  
Steel Bars ◽  
Concrete Model

The findings of an experimental study that was undertaken to investigate the performance of concrete-filled steel tubular members subjected to lateral loads are reported in this study. Columns of pure concrete, concrete with reinforcing bars, and two steel tube thicknesses were considered. Two different tests were conducted in this study. One test is used to research the performance of steel tube-reinforced concrete model piles under a lateral loading. The other test is used to research the effect of the depth of rock embedment for piles embedded in a foundation to simulate actual engineering applications in an experimental study. According to these test results, a detailed analysis was carried out on the relationships, such as the stress-strain and load-displacement relationships for the specimen. These tests show that the steel tube thickness and steel bars will significantly enhance the lateral bearing capacity and rigidity of the composite components. Additionally, the ultimate bending moment formula of a steel tube-reinforced concrete pile is deduced. The comparison of the calculated results with the experimental results shows that this formula is applicable for this type of pile foundation.

Experimental Study on Flexural Behavior of Reinforced Concrete Beams with Variety Lap Splices of Reinforcing Steel Bars

2016 ◽  
Vol 845 ◽  
pp. 132-139
Author(s):  
Mochamad Teguh ◽  
Novia Mahlisani
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Concrete Beams ◽  
Reinforced Concrete Beams ◽  
Flexural Behavior ◽  
Reinforced Concrete Structures ◽  
Reinforcing Steel ◽  
Reinforcing Bars ◽  
Lap Splices ◽  
Steel Bars

The limited lengths of reinforcing bars have been commonly found in the practical construction of most reinforced concrete structures. The required length of a bar may be longer than the available stock of steel length. For maintaining desired continuity of the reinforcement in almost all reinforced concrete structures, some reinforcing bars should be carefully spliced. In the case of long flexural beam, bar installers end up with two or even more pieces of steel that must be spliced together to accomplish the desired steel length. An experimental study was conducted to investigate flexural behavior of reinforced concrete beams utilizing a variety lap splices of reinforcing steel bars under two-point loading. Five variations of lap splices of reinforcing steel bars positioned at midspan of tensile reinforcement of the beam were investigated. Welded joints and overlapped splices were used to construct the variation of lap splices of reinforcing steel bars. The general trend in crack pattern, the load deflection characteristics and the mode of failure of flexural beams under two-point loading were also observed. The flexural strength comprising load-displacement response, flexural crack propagation, displacement ductility is briefly discussed in this paper.

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