• Journal of the Korea institute for structural maintenance and inspection
• /
• v.10 no.4
• /
• pp.167-174
• /
• 2006

The purpose of this paper is to analyse and compare experimentally flexural behavior of RC beams strengthened with CFRP plates by different methods, which are divided into three classes: externally-bonded without end anchorage, externally-bonded with end anchorages, and anchored after prestressing of CFRP plates. Test results show that the RC beams strengthened with end anchorages have the improvement of ductility and flexural performance evaluation including ultimate strength and deflection, compared with only external bonding. Especially, RC beams with prestressed and anchored CFRP plates increase ultimate strength and ductility significantly.

• Journal of the Microelectronics and Packaging Society
• /
• v.22 no.4
• /
• pp.105-109
• /
• 2015

In this study, a new airbag sensor packaging technique of directly attachment by adhesive to the automobile frame is introduced. To assess the feasibility for the packaging, a test instrument was manufactured to examine the impact sensibility by drop tests. The conventional sensor module attached mechanically by bolts with plastic housing and the new sensor packaging were installed to aluminum channel, and the results were compared with each other. Numerical analysis was also performed to investigate the signal characteristics created by the sensors. The preliminary results showed that the pattern of the MEMS sensor signal was strongly dependent on the structural behavior of the frame where the sensors were installed, which indicated the complexity of the packaging design for proper airbag deployments.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.21 no.5
• /
• pp.125-133
• /
• 2017

A parking structure has been on the spotlight to solve the parking problem in downtown area. However, the overall height of parking structure is stipulated less than 8m. Therefore, in this research, the flexural and shear capacity of 'wide composite beam' which can reduce story height and have long span, is evaluated. Based on test result, the rebar in truss did not affect its flexural strength. However, in the case of the specimen without the rebar, the mechanical bond strength decreased due to slip occurrence at 70% of the flexural yield strength. Based on the test of shear-bond behavior, all specimen without shear connector should be reinforced with 2 or more flat bar, because it did not have enough shear bond strength resisted by the mechanical bond mechanism.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.04a
• /
• pp.629-632
• /
• 2008

In the concrete repairing industry, it's very significant to apply adequate repair materials and construction method in order to extend service life of deteriorated concrete structure efficiently. also, adequate diagnosis of deteriorated structure's status should be involved. This paper describes an investigation of bond strength of polymer modified mortar applied both old deteriorated concrete surface substrate and well cured new concretes. The purpose of this investigation is comparing how much the tensile bond strength on construction site is different from laboratory test results. in the results of investigation, most of sample tested in laboratory is in compliance with KS F 4042's specification. and most of results of construction site are not in compliance with the specification cause of low tensile strength of concrete's surface.

• Journal of Aquaculture
• /
• v.13 no.2
• /
• pp.153-161
• /
• 2000

Growth trends of 10 selected species of benthic diatoms, considered essential dietary requirement of the newly settled abalone were monitored. Navicula sp. (B-38), N. incerta and Caloneis schroderi, grew faster than the other tested diatoms. 16 and 32 % abalones fed on Raphoneis sp. and Phaeodactylum settled, respectively; less abalones souled, when fed on Navicula sp., Hantzxchia marina or Nitzschia sp. In the first experiment, survival of the settled abalone was the highest (63 %) and lowest (31 %) for those fed on Rhaphoneis sp. and Navicular sp. respectively. However, in the second and third series of esperiments, abalones fed on Rhaphoneis sp. and Navicula sp. showed the highest (67, 49 %) and lowest (35, 18 %) survival. C. schroderi proved to be the best diet, as the shell length of those fed on the diatoms was 83 ${\mu}$m, as against about 36 ${\mu}$m of those abalones, receiving H. marina or Nitzschia sp., diatoms of the lowest dietary value.

• Journal of Aquaculture
• /
• v.13 no.2
• /
• pp.163-168
• /
• 2000

Dietary value of eight species of benthic diatoms, considered as essential live food for larvae and spat of abalone, was assessed on the retarded spat (ca 4.4 m shell length). Survival of the spat, fed on Caloneis schroderi, Phaeodactylum tricornutum and Raphoneis sp. was over 93 % and significantly higher than that of others; spat fed on C かwがwi gained the highest daily growth of 112.6 mm, which was two times faster than that fed on Undaria pinnatifida Spat fed on natural or cultured diatoms of C. schroderi grew at rates, that were not significantly different. C. schroderi is recommended to restore the retarded growth of abalone spat.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.8 no.2
• /
• pp.175-182
• /
• 2020

The application of epoxy coated reinforcements is increased as a means to prevent a corrosion of reinforcements embedded in reinforced concrete structures, However, epoxy coating may reduce the bond capacity between concrete and reinforcement, which results a longer development length and lap splice length. This paper aims to the possibility of modification in lap splice length from reduction of basic development length which was confirmed using a direct pull out test. Total 36 beam specimens were tested to compare the lap splice properties of normal and epoxy coated reinforcements with beam-end test for various lap lengths and diameters of reinforcements. According to the results on failure modes, deformations, and crack widths of this experiments, the modification factor of 1.2 should be used, though the direct bond capacity is assured through direct pull out test.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.17 no.4
• /
• pp.75-83
• /
• 2013

This paper presents a series of test result in order to study fire resistance capacity of the Near-Surface-Mounted (NSM) Carbon Fiber Reinforced Polymer (CFRP) plate, which are tensile test of CFRP under various temperature loading, temperature loading test of epoxy and bond test of NSM CFRP to concrete under various temperature loading. From the tests, it was found that NSM retrofit method had high efficiency in strengthening concrete under ordinary temperature. However, the strength of the system was able to be drastically decreased even a little increase of surrounding temperature. Especially, bond capacity begins to disappear when the surrounding temperature approaches the glass transition temperature of epoxy. Therefore, it is necessary to improve the fire resistance capacity of both fiber reinforced polymer reinforcement and epoxy for bonding in order to develop safe fire resistance design of structure.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.11 no.1
• /
• pp.39-47
• /
• 2023

The demand for lightweight and high-strength materials is increasing. However, studies on the bond of concrete and reinforcing bars for high-strength lightweight concrete with a compressive strength of 120 MPa and a unit weight of 20 kN/m³ to structural members are lacking. Therefore, in this paper, 108 specimens of high-strength lightweight concrete with a compressive strength of 120 MPa and a unit weight of about 20 kN/m³ were fabricated, a direct pull-out test was performed, and the bond characteristics were evaluated by comparing the test results with design code. Compared to the decrease in unit weight, the solid bubble shows relatively little reduction in compressive strength and modulus of elasticity. It was f ound to have larger slip and parameter values than concrete with low compressive strength and unit weight.

• Journal of the Korea Concrete Institute
• /
• v.21 no.1
• /
• pp.65-74
• /
• 2009

Glass fiber reinforced polymer (GFRP) bars are sometimes used when corrosion of conventional reinforcing steel bar is of concern. In this study, a total of 36 beams and one-way slabs reinforced using GFRP bars were tested in flexure. Four different GFRP bars of 13 mm diameter were used in the test program. In most test specimens, the GFRP bars were lap spliced at center. All beams and slabs were tested under 4-point loads so that the spliced region be subject to constant moment. Test variables were splice lengths, cover thicknesses, and bar spacings. No stirrups were used in the spliced region so that the tests result in conservative bond strengths. Average bond stresses that develop between GFRP bars and concrete were determined through nonlinear analysis of the cross-sections. An average bond stress prediction equation was derived utilizing two-variable linear regression. A splice length equation based on 5% fractile concept was then developed. As a result of this study, a rational equation with which design splice lengths of the GFRP bars can be determined, was proposed.