Researches on Concrete Materials and On Plain and Reinforced Concrete

1927 ◽  
Vol 23 (2) ◽  
Keyword(s):  
Reinforced Concrete ◽  
Concrete Materials

scholarly journals Model Hubungan Kapasitas Rekatan Balok Beton Bertulang yang Diperkuat GFRP-S terhadap Lama Perendaman Air Laut

2019 ◽  
Vol 25 (1) ◽  
pp. 19
Author(s):  
Mufti Amir Sultan ◽  
Rudy Djamluddin
Keyword(s):  
Reinforced Concrete ◽  
Test Specimen ◽  
Concrete Beam ◽  
Reinforced Concrete Beam ◽  
Fiber Reinforced Polymer ◽  
Coastal Environments ◽  
Reinforced Polymer ◽  
Glass Fiber Reinforced ◽  
Reinforced Beams ◽  
Concrete Materials

The construction of structures with reinforced concrete materials in coastal environments will face constraints in the form of chloride influences which can lead to a decrease in strength and even damage. One of the most popular reinforcement methods today is using a corrosion resistant Glass Fiber Reinforced Polymer (GFRP) material. This study was conducted to investigate the behavior of GFRP-S rectifying capacity in reinforced concrete beam reinforcement in 1, 3, 6, and 12 months. The test specimens consist of 10 reinforced beams with dimensions (15x20x330) cm that has been reinforced with GFRP-S in the bending area. Beams without immersion symbolized B0, immersion 1, 3, 6, and 12 months each given symbols B1, B3, B6 and B12. The test specimen is loaded statically until it fails. To record the data when testing is installed strain gauge and LVDT. From the result of the research, it can be seen that there is a decrease of GFRP-S rectification capacity in the test specimen after soaking in seawater. The value of the decrease in the capacity of the bonding can be predicted by using the equation

scholarly journals Experimental Study of the Effect of Cavities on the Load Capacity of Two-Way Reinforced Concrete Plates on Fixed Concrete Thickness

2021 ◽  
Vol 921 (1) ◽  
pp. 012085
Author(s):  
W M T Atmadja ◽  
H Parung ◽  
R Irmawaty ◽  
A.A Amiruddin
Keyword(s):  
Reinforced Concrete ◽  
Load Capacity ◽  
Maximum Load ◽  
Initial Crack ◽  
Concrete Slabs ◽  
Loading Pattern ◽  
Reinforced Concrete Slabs ◽  
Solid Plate ◽  
Cast Concrete ◽  
Concrete Materials

Abstract The study aims to determine the effect of cavities on the load capacity of reinforced concrete slabs when compared to massive reinforced concrete slabs that have the same thickness, with the hope of reducing the structure’s weight and the use of concrete materials. The modified PVC pipes, as cavity formers, will be placed in the tensile area without reducing the flexural strength that is caused by the weak nature of concrete against tensile strength. The test is carried out on a full scale against 14 cm thick solid plates (PP-1), and hollow plates, which use modified PVC pipes (PB-2), with a cavity diameter of 7.6 cm that has the same thickness. The test uses joint supports on all four sides and the loading pattern is evenly distributed. All slabs are made, on the spot, of cast concrete with the same size and distance between the reinforcement. PVC hollow plate (PB-2) has the same effective thickness as solid plate but has 14% less concrete volume. The maximum load capacity on the solid plate (PP-1) is 522.66 kN and on the hollow plate (PB-2) is 444.33 kN. The melting capacity on the solid plate (PP-1) is 373,515 kN and on the hollow plate (PB-2) is 325,935 kN. Initial crack load capacity on the solid plate (PP-1) is 19.5 kN and on the hollow plate (PB-2) is 16.75 kN

scholarly journals 1032) Application of Radiography to Reinforced Concrete(Materials. Execution)

1958 ◽  
Vol 60.1 (0) ◽  
pp. 125-128
Author(s):  
Yoshitsura Yokoo ◽  
Kunio Yamagata ◽  
Hisao Kami ◽  
Michio Shimada
Keyword(s):  
Reinforced Concrete ◽  
Concrete Materials

Reinforced concrete materials under seismic actions

2018 ◽  
pp. 287-320
Author(s):  
George G. Penelis ◽  
Gregory G. Penelis
Keyword(s):  
Reinforced Concrete ◽  
Concrete Materials

Detection of Reinforced Concrete Crack Using Mechano-Luminescence Paint

2013 ◽  
Vol 316-317 ◽  
pp. 1049-1054 ◽  
Author(s):  
Il Young Jang ◽  
Seong Kyum Kim ◽  
Ji Sik Kim ◽  
Ki Yong Ann ◽  
Chang Geun Cho
Keyword(s):  
Mechanical Properties ◽  
Tensile Strength ◽  
Reinforced Concrete ◽  
Propagation Speed ◽  
Bending Test ◽  
Reinforced Concrete Structures ◽  
Concrete Material ◽  
Concrete Crack ◽  
Concrete Materials ◽  
Crack Propagation Speed

As a nonuniform and unisotropic material with a relatively low tensile strength in spite of high compression strength, a concrete material is vulnerable to bending and tension. Due to the mechanical properties of the current reinforced concrete structures, it is hard for concrete materials to avoid the damages caused by cracks. Although cracks are the easiest things to detect and the most effectively repairable things due to their characteristics, it is very hard to measure them efficiently. In this research, the author measured cracks by visualizing them through mechano- luminescence(ML) paint. By applying ML paint on the surface of the specimen and using the 3-point bending test, the author conducted a quantitative evaluation on the mechanical properties of cracks such as the cracking aspect and length of reinforced concrete. Through the results of this research, the author confirmed the crack propagation speed by section and the mechanical correlation such as between loads and cracks and between deflection and cracks, which means this research was quite successful in analyzing the characteristics of cracks.

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