• Title/Summary/Keyword: Construction defect

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Static behavior of stud shear connectors with initial damage in steel-UHPC composite bridges

  • Qi, Jianan;Tang, Yiqun;Cheng, Zhao;Xu, Rui;Wang, Jingquan
    • Advances in concrete construction
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    • v.9 no.4
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    • pp.413-421
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    • 2020
  • For steel-concrete girders made composite using shear studs, initial damage on studs induced by weld defect, unexpected overloading, fatigue and others might degrade the service performance and even threaten the structural safety. This paper conducted a numerical study to investigate the static behavior of damaged stud shear connectors that were embedded in ultra high performance concrete (UHPC). Parameters included damage degree and damage location. The material nonlinear behavior was characterized by multi-linear stress-strain relationship and damage plasticity model. The results indicated that the shear strength was not sensitive to the damage degree when the damage occurred at 2/3d (d is the stud diameter) from the stud root. An increased stud area would be engaged in resisting shear force as the distance of damage location from stud root increased and the failure section becomes inclined, resulting in a less reduction in the shear strength and shear stiffness. The reduction factor was proposed to consider the degradation of the shear strength of the damaged stud. The reduction factor can be calculated using two approaches: a linear relationship and a square relationship with the damage degree corresponding to the shear strength dominated by the section area and the nominal diameter of the damaged stud. It was found that the proposed method is preferred to predict the shear strength of a stud with initial damage.

The Implemention of RTD-l000A based on ARM Microcontroller (ARM 마이크로컨트롤러 기반 RTD-1000A의 구현)

  • Kim, Min-Ho;Hong, In-Sik
    • Journal of Internet Computing and Services
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    • v.9 no.6
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    • pp.117-125
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    • 2008
  • With increase of concern about the Ubiquitous application, the necessity of the computer system which is miniaturized is becoming larger. The ARM processor is showing a high share from embedded system market. In this paper, ideal method for RTD-1000 controller construction and development is described using ARM microcontroller. Existing RTD-1000 measures distance of disconnection or defect of sensing casket by measuring receiving reflected wave which was sent via copper wire inside the leaking sensing rod. Using this RTD-1000, leakage and breakage of water and oil pipe can be sensed and it reports damage results to the networks. But, existing RTD-1000 wastes hardware resources much and costs a great deal to installation. Also, it needs a cooling device because the heating problem, and has some problem of the secondary memory unit such as the hard disk. So, long tenn maintenance has some problems in the outside install place. In this paper, for the resolving the problem of RTD-1000, RTD-1000A embedded system based on ARM is proposed and simulated.

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Isolation and Analysis of the Yeast Mutant Gene, soo1-1, which Confers the Defect in $\beta$-1,3-glucan Biosynthesis (효모의 베타-1,3-글루칸 생합성 결함을 초래하는 돌연변이 유전자(soo1-1)의 분리 및 분석)

  • 이재준;이동원;김기현;박희문
    • Korean Journal of Microbiology
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    • v.37 no.1
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    • pp.42-48
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    • 2001
  • Allele rescue and sequence analysis of soo1-1 allele in Saccharomyces cerevisiae mutant LP0353 revealed that soo1-1 is identical to the previously reported ret1-1 allele, which has a base substitution of A for $G^{681}$ leading to an amino acid substitution of aspartic acid for $glycine^{227}$ in Soolp. However, it was revealed that the addition of osmotic stabilizer, such as 1.2M sorbitol can rescue the temperature sensitive phenotype of the ret1-1 mutant and that the soo1-1/ret1-1 mutation may confer defects in post-translational modification of proteins involved in the yeast cell wall biogenesis. Evidence for a putative role of 5th WD40 domain of the Soo1p/$\alpha$-COP in the construction and maintenance of cell walls was also presented by complementation test with deletion constructs of the SOOl.

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A Study on Improvement of Inspection Activity Based upon Condition Analysis of Expressway Bridges (고속도로 교량의 상태 분석에 근거한 점검 활동 개선에 관한 연구)

  • Jeon, Jun Chang;Lee, Il Keun;Park, Chang Ho;Lee, Hee Hyun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.37 no.1
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    • pp.19-28
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    • 2017
  • In this paper, detailed safety inspection reports on the 915 expressway bridges which had been published from 1996 to 2010 are collected and condition of these bridges are analyzed. Damages are categorized into 'damage by defect', 'damage by physical force', and 'damage by deterioration' and the concept of damage possession rate is introduced to investigate the occurrence time and the characteristics of damages. Based on the top 10 damage patterns of expressway bridges and the deterioration characteristics of heavy snow and freezing cold area, reasonable improvement direction of inspection activity is suggested. From this study, it is known that improvement of inspection regularization during construction or at completion stage of bridges is needed. Since the deterioration progress of the heavy snow and freezing cold area is faster than that of general area, environmental characteristics should be considered in inspection activity. The results of present study can be widely used for improvement of inspection activity of expressway bridges.

A Study on the Calculation of the Area through the Three Dimensional Terrain Model (3차원 지형모델을 이용한 면적산출에 관한 연구)

  • 강인준;장용구;김상석;김윤수
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.20 no.2
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    • pp.111-118
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    • 2002
  • These days, surveying instruments are developing rapidly and the precision is improving continuously. The building of three dimensional terrains of high precision are possible and the calculation of the areas or the volumes have high precision due to the development of the technique of the spatial information system using computer. But actually, in construction site they calculate two-dimensional area using the traditional method, plate table surveying, planimeter, and then get three-dimensional area through multiplying two-dimensional area by the slope correction factor. In this study, we show the defect and inefficiency of the calculation of area by the traditional methods and survey the area with Electric Distance Measurement and GPS instrument. With this data, we made the three dimensional terrain model and calculated two-dimensional area, three-dimensional area. After that, we compared areas that calculated by algorithm of triangulated irregular network and analysis of grid method with standard area that calculated by the traditional method. Finally, this paper suggested more effective and precious method in calculating three-dimensional area.

Development of Non-Shrink Mortar Grouting Type Splice Sleeve (무수축 모르타르 충진형 슬리브 개발)

  • Lee, Young-Ho;Song, Jae-Joon;Cho, Jae-Young;Kim, Do-Hak
    • Journal of the Korean Society of Hazard Mitigation
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    • v.11 no.2
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    • pp.67-73
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    • 2011
  • This study aims to develop an economical precast hollow concrete column with high constructability which consists of only splice sleeve and general reinforcing bar without using PC tendons in order to reduce the construction period and cost. With this purpose, this study performed the finite element analysis and tension test by using some variables such as length of sleeve, diameter of rebar and curing method for suggesting a grouting type splice sleeve which is a new type joint rebar and developing an optimized splice sleeve. As a result, the analysis on the tension performance of splice sleeve did not show any destruction caused by pull-out in reinforcing bar but it only occurred destruction of tension bar or bolt shear rupture from the mechanical defect of sleeve. Therefore, the experiment showed high performance in tension of the suggested splice sleeve and verified the application of precast hollow concrete column.

A Study on the Policy Characteristics and the Activation Support System of Remodeling Apartment complexes in Japan (일본의 단지형 공동주택 리모델링 정책특성 및 활성화 지원제도에 관한 연구)

  • KIM, Ju Hee;KIM, Dong Woo;KIM, Yong;Oh, Se-gyu
    • Journal of the Regional Association of Architectural Institute of Korea
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    • v.20 no.6
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    • pp.121-129
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    • 2018
  • The present study analyzed what policies are being executed for deteriorated apartments in Japan and what characteristics each policy had in order to examine policy direction and implications for the improvement of vitalization of remodeling business of deteriorated apartments in Korea. The study results are as follows. Japan recognized social problems of deteriorated apartments and pushed forward a national level remodeling actively by preparing financial support of central government and supporting plan by city and province. First, Japan maintained initial performance of buildings through phased maintenance for deterioration of buildings and aimed to reduce environmental load and maintain asset values of buildings through enlarging durability of buildings by responding to lifestyle according to social changes. To this end, they promoted the long life of buildings through the establishment of systematic long term repair plan from the stage of moving in the buildings. Second, in order to reduce the risk of remodeling projects, they prepared an environment where business could be carried out with an easy mind in various aspects by introducing remodeling business registration system and large scale repair construction defect insurance system. Third, they reduced economic burden of main agents of remodeling business with tax preferential treatment and financial support policies. Fourth, they have established remodeling support system based on overall social issues and connected it with social effect that could be obtained through this. The remodeling policies of Japan were carried out in the direction of solving social problems and considering economic aspect rather than just improving individuals' residence environment.

Numerical Analysis of Behavior of Ground Near LNG Tank Foundation Under Scenario of LNG Leakage (LNG 탱크에서 천연가스 유출시 얕은 기초 주변 지반거동의 수치해석적 분석)

  • Kim, Jeongsoo;Kim, Youngseok;Lee, Kicheol;Kim, Dongwook
    • Journal of the Korean Geosynthetics Society
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    • v.17 no.4
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    • pp.81-92
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    • 2018
  • Recently, the use of natural gas has steadily increased due to its economical advantage and increased demand of clean energy uses. Accordingly, construction of LNG storage tanks is also increased. Secure of the stability of LNG tanks storage requires high technology as natural gas is stored in a liquid state for efficiency of storage. When a cryogenic LNG fluid leaks on ground due to a defect in LNG tank, damage is expected to be significant. Many researchers evaluated the critical and negative effects of LNG leakage, but there is limited research on the effect of cryogenic fluid leakage on the ground supporting LNG tanks. Therefore, in this study, the freezing expansion of the ground during cryogenic LNG fluid leakage was evaluated considering various outflow situations and ground conditions. The LNG leakage scenarios were simulated based on numerical analyses results varying the surcharge load, temperature boundary conditions, and soil types including freeze-sensitive soil. Consequently, short and long term ground temperature variations after LNG leakage were evaluated and the resulting ground behavior including vertical displacement behavior and porosity were analyzed.

Construction on Lot Tracking System for Failure Cost Reduction of a Small and Medium Precision Parts Processing Company (중소정밀부품가공기업의 실패비용 감소를 위한 로트추적시스템 구축)

  • Ha, Young-Soo;Park, Soo-Yong;Lee, Dong-Hyung
    • Journal of Korean Society of Industrial and Systems Engineering
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    • v.42 no.3
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    • pp.80-88
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    • 2019
  • Recently, automobile manufacturing companies, which are major customers of them, are requiring IATF 16949 (ISO/TS 16949) certification as a mandatory requirement to secure product quality. In particular, IATF 16949 : 2016, revised in October 2016, was reinforced product traceability requirements for production information management by lot in the production process. Therefore, small and medium-sized precision parts processing companies in the automobile industry are very difficult to survive due to quality and price competition for customers satisfaction. MES (Manufacturing Execution System) is required to solve this problem. However, small and medium sized precision parts processing enterprises are reluctant to introduce the MES which is not suitable for the manufacturing environment of them such as high cost and low utilization. Even if the system is introduced, it is difficult to operate and maintain the system because the lack of computer manpower. In this paper, we propose a method for building a lot tracking system for small and medium precision parts processing companies by reviewing relevant literature and analyzing cases. In addition, by managing the production history for each lot of the final product in the system, we will grasp the effect of reducing the quality failure cost obtained by minimizing the range of defect selection.

A Study on Mechanical Properties of SM490-TMC Back Plate(40 mm) Steel by SAW Welding (SM490-TMC 후판(40 mm) 강재의 SAW 용접을 통한 기계적 특성 연구)

  • Lee, Soung-Jun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.22 no.3
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    • pp.88-93
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    • 2021
  • SAW (Submerged Arc Welding) is often used for ship construction or welding pressure vessels and involves spraying a flux in a powder form to a welding site to a certain thickness and continuously supplying electrode wires therein. This welding method enables high current welding up to 1,500 to 3,000 A. Arc efficiency is higher than 95% and the technique allows clean work as it creates less welding fume, which is composed of fine metal oxide particles, and the arc beam is not exposed. In this study, SM490C-TMC thick plates were heterogeneously welded by SAW. Mechanical properties of welds were measured, and welds were assessed macroscopically and for adhering magnetic particles. The following conclusions were drawn. Bending tests showed no spots exploded on sample surfaces or any other defect, and plastic deformation testing confirmed sufficient weld toughness. These results showed the 1F welding method has no shortcomings in terms of bending performance.