• Journal of the Korean Society for Nondestructive Testing
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• v.32 no.3
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• pp.291-295
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• 2012

In the industrial field, real-time monitoring system like a fault early detection is very important. For this, the infrared thermography technique as a new diagnosis method is proposed. This study is focused on the damage detection and temperature characteristic analysis of ball bearing using the non-destructive infrared thermography method. In this paper, thermal image and temperature data were measured by a Cedip Silver 450 M infrared camera. Based on the results, the temperature characteristics under the conditions of normal, loss lubrication, damage, dynamic loading, and damage under loading were analyzed. It was confirmed that the infrared technique is very useful for the detection of the bearing damage.

• Korea Trade Review
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• v.43 no.4
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• pp.51-68
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• 2018

This study examined the scope of damages resulting from types of loss under the CISG and the PICC(2016). The CISG and PICC stipulate the rights of aggrieved parties to recover losses under the full compensation principle, but the PICC features more specific provisions regarding damages compared to the CISG. Therefore the PICC might provide practical insight resolving problems concerning damages under the CISG. There are direct and incidental losses, consequential losses, lost profit, and loss of chance that can be claimed by aggrieved parties under the CISG or the PICC but the scope of claimable losses differs by cases. For example, even though there are no specific clauses in the CISG or the PICC, some losses might include based on the requisite of damage under CISG or PICC. Therefore, it is important to know standards in which losses are covered by these agreements. In conclusion, related parties who engage in international trade should understand the requisite and limitation of damages, and need to clearly define specific losses that might not be governed under the CISG or the PICC.

• Journal of the Earthquake Engineering Society of Korea
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• v.14 no.3
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• pp.1-10
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• 2010

The target performance of a current seismic design code is to achieve collapse-prevention in order to minimize casualties. Existing structures are also being retrofitted to meet this target performance. This seismic performance seems to have been achieved in recent great overseas earthquakes, but the accompanying enormous economic loss is pointed out as a new problem. A new seismic design concept over the current target performance is required to reduce economic loss, in which a target performance is determined by the damage probability in order to control the damage levels of structures. In this study, the seismic behavior of bridges having different characteristics was investigated by nonlinear seismic analyses, and fragility curves with respect to a reference damage level were derived. Based on these results, the characteristics of target ductilities satisfying a target damage probability were investigated.

• Corrosion Science and Technology
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• v.12 no.4
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• pp.179-184
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• 2013

Pipe wall thinning caused by erosion and corrosion can adversely affect the operation of aged nuclear power plants. Some injured workers owing to pipe rupture has been reported and power reduction caused by unexpected pipe damage has been occurred consistently. Therefore, it is important to develop erosion-corrosion damage prediction model and investigate its mechanisms. Especially, liquid droplet impingement erosion(LDIE) is regarded as the main issue of pipe wall thinning management. To investigate LDIE mechanism with corrosion environment, we developed erosion-corrosion damage simulation apparatus and its capability has been verified through the preliminary damage experiment of 6061-Al alloy. The apparatus design has been based on ASTM standard test method, G73-10, that use high-speed rotator and enable to simulate water hammering and droplet impingement. The preliminary test results showed mass loss of 3.2% in conditions of peripheral speed of 110m/s, droplet size of 1mm-diameter, and accumulated time of 3 hours. In this study, the apparatus design revealed feasibility of LDIE damage simulation and provided possibility of accelerated erosion-corrosion damage test by controlling water chemistry.

• Corrosion Science and Technology
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• v.19 no.6
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• pp.318-325
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• 2020

Generally, Al alloys of 5000 and 6000 series show excellent weldability, workability, and specific strength, and are widely used in ship building. A combined experiment via cavitation erosion and corrosion damage involving 6061-T6 Al alloy was performed using potentiodynamic polarization under cavitation erosion (hybrid experiments) with amplitude (cavitation strength). The corrosion current density was approximately 52-fold higher at 30 μm than under static conditions, suggesting that the amplitude greatly affected the damage. The degree of damage increased with increasing cavitation amplitude. After the hybrid experiment, the corrosion rate was compared according to the weight loss and damage depth, and the relationship between the two values was expressed as alpha value. The alpha (α) values at amplitudes of 5 μm, 10 μm and 30 μm were 5.11, 12.81 and 8.74, respectively, suggesting that the α value at 10 μm was greater than at 5 μm, and indicating local corrosion damage. However, the α value at 30 μm was smaller than that of 10 μm, which is attributed to higher damage via uniform corrosion than damage induced by local corrosion.

• THE INTERNATIONAL COMMERCE & LAW REVIEW
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• v.37
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• pp.107-130
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• 2008

The purpose of this study is to provide the guideline for the loss of documents relating to the delivery of documents under Letter of Credits transactions. If the documents are lost while in transit from the nominated bank to the issuing bank neither the nominated bank nor the issuing bank is liable as Article. 35 of the UCP600. Normally such matters are settled amicably between banks and problems are only likely to give rise to litigation where this cannot be done and the applicants does not want the goods or take delivery or sell them on because of the loss of documents. UCP 2007 Revision stated that a presentation is complying and forwards the documents to the issuing bank, whether or not the nominated bank has honoured or negotiated, an issuing bank must honour or negotiate, or reimburse that nominated bank. Accordingly, the applicant liable to the issuing bank for any damage sustained as a result of the loss of document. In such circumstance it might be possible to obtain a second(duplicate) set of documents that were sufficient to satisfy the applicant that the document were compliant and enable the applicant to obtain deliver of documents or comply with the terms of a sub-sale. If the applicant does not want the documents presented, no the less, the bank might find it difficult to prove that complaint documents had been presented and, subject to the terms of arrangement with the buyer, could be liable for damage sustained by the applicant as a result the loss of the documents.

• Journal of the Korea Institute of Building Construction
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• v.20 no.2
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• pp.137-145
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• 2020

The recent bridge construction projects demand thorough and systematic safety and risk management, due to the increase of risk factors following the introduction of new and complex construction methods and technologies. Among many types of damages that can occur in bridge construction projects, the damages to third parties who are not directly related to the existing property of the contractor construction project can also bring about critical loss in the project in order to compensate the damages. Therefore, risks that could be caused by the loss occurred to indemnify the third party damages should be clearly analyzed, although there are not subsequent amount of studies focusing on the issue. Based on the past record of insurance payment from domestic insurance companies for bridge construction projects, this study aimed to analyze the risk factors of bridge construction for loss caused to compensate the third-party damages happened in actual bridge construction projects and to develop a quantified and numerical predictive loss model. In order to develop the model, the loss ratio was selected as the dependent variable; and among many analyzed independent variables, the superstructure, foundation, flood, and ranking of contractors were the four significant risk factor variables that affect the loss ratio. The results produced can be used as an essential guidance for balanced risk assessment, supplementing the existing analysis on material losses in bridge construction projects by taking into account the third-party damage and losses.

• YAKHAK HOEJI
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• v.52 no.4
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• pp.293-298
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• 2008

Non-steroidal anti-inflammatory drug (NSAID)-induced gut damage and bacterial translocation (BT) have not been studies well, especially from the perspective of time after administration of NSAIDs. We therefore examined these changes in animals. The study was performed on 5 groups of rat; a control group (group A) and diclofenac groups (groups B, C, E, and F). Rats in the diclofenac groups were orally administered diclofenac sodium before intestinal permeability (IP) measurement (group B, 1 h before measurement; group C, 10 h before; group D, 22 h before; and group E, 52 h before). The IP, stool pellet number, serum biochemical profile, enteric bacterial number, and BT in the mesenteric lymph nodes (MLNs), liver, spleen, kidney and heart were measured. The administration of diclofenac resulted in significantly increased IP, caused intestinal protein loss, decreased stool pellet number, caused enteric bacterial overgrowth and increased BT in multiple organs in groups A, B, C, and D. IF, intestinal protein loss, and the BT in the liver and the spleen in group E were decreased than those in group D. There were no differences in the other parameters between group D and E. In the recovery phase of the diclofenac-induced gut damage, enteric bacterial overgrowth and BT in the kidneys and the heart did not change while the BT in the reticuloendothelial systems such as in the MLNs and liver was decreased.

• Journal of the Korean Society of Clothing and Textiles
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• v.40 no.6
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• pp.979-993
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• 2016

Mongolian cashmere sliver, yarn, and fabric were dyed and bleached with a solution of ascorbic acid and iron sulfate at $70^{\circ}C$, and then dyed using natural indigo powder at the dyeing temperature of $25^{\circ}C$ to $90^{\circ}C$ for 15-90 minutes using the IR dyeing machine. K/S values of bleached samples decreased significantly when dyed above $70^{\circ}C$ dyeing temperature for a longer dyeing time. Bleached cashmere fabric showed a greater loss of tensile strength than unbleached cashmere fabric, even when the samples were dyed at $40^{\circ}C$. With a higher dyeing temperature, yarns lost fullness, became thinner, and the pores between the yarns were enlarged. The x-ray diffraction pattern exhibited a prominent increase in crystallinity and the protein assay indicated a loss of protein in the bleached sample dyed at $90^{\circ}C$. Thinning of scales, fractured or raised tip of scales, and roughness on the entire surface of the fiber were also observed. The results indicate that bleaching and high temperature dyeing cause a serious damage to cashmere fibers. In addition, bleaching and high temperature dyeing cause significant fiber damage. Natural indigo dyeing using low temperature dyeing is recommended to produce blue color cashmere.

• Journal of Ocean Engineering and Technology
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• v.24 no.3
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• pp.1-10
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• 2010

In this study, hybrid smart sensor nodes were developed for the autonomous structural health monitoring of prestressed concrete (PSC) girders. In order to achieve the objective, the following approaches were implemented. First, we show how two types of smart sensor nodes for the hybrid health monitoring were developed. One was an acceleration-based smart sensor node using an MEMS accelerometer to monitor the overall damage in concrete girders. The other was an impedance-based smart sensor node for monitoring the local damage in prestressing tendons. Second, a hybrid monitoring algorithm using these smart sensor nodes is proposed for the autonomous structural health monitoring of PSC girders. Finally, we show how the performance of the developed system was evaluated using a lab-scaled PSC girder model for which dynamic tests were performed on a series of prestress-loss cases and girder damage cases.