• Title/Summary/Keyword: Protection and Blast Resistant

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Pathogenic Races of Pyricularia oryzae Isolated from Various Rice Cultivars on the Blast Nursery and Paddy Field in Different Locations (벼 품종 및 지역에 따른 도열병균 레이스 분리와 도열병 발병정도와의 관계)

  • Shim, Hongsik;Yeh, Wan-Hae;Yoo, Boung-Joo;Myung, Inn-Shik;Hong, Sung-Kee;Lee, Seungdon
    • Research in Plant Disease
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    • v.18 no.4
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    • pp.324-330
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    • 2012
  • This study was conducted to investigate the association of race distribution of Pyricularia oryzae with rice cultivar and location. Races present in a given location were different in cultivars, and the races from a given cultivars were different by location. For precise study of race distribution, it needs to identify isolates by considering cultivation ratio and collection area. There are great differences between the resistant degree in the upland blast nursery and on the resistant degree of the leaf blast and panical blast in the paddy field. The number of virulent races in a rice cultivar was not related with the resistant degree in blast nursery or in paddy field.

Understanding of Blast Resistant Design and Performance Evaluation of a Building designed for Conventional Loads (방폭설계의 이해 및 일반하중에 대해 설계된 건축물의 방폭성능 평가)

  • Hong, Jong-Kook
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.22 no.4
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    • pp.83-90
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    • 2018
  • Considering the increased threats from worldwide terrors and the increased demands on the blast resistant design of commercial buildings, this study is aimed at understanding the basic concept of blast resistant design and evaluating the blast performance with an actual design example. Although there are many differences between earthquake and blast loads, the design concept against both loads is similar in terms of allowing the plastic behavior of a structure and sharing the ductile detailing. Through the blast performance evaluation of a target building provided in this study, it is noted that a well-designed building for the conventional loads can have a certain level of blast resistance. However, this cannot be generalized since the blast load on a structure varies depending on the type of weapon, TNT equivalence, standoff distance, etc. Architectural planning with positioning the sacrificial structure or maintaining a sufficient standoff distance from the expected detonation is the simple and effective way of improving the blast resistance of a building.

Screening of Rice Cultivars for Adult-Plant Resistance to Pyricularia oryzae (도열병에 대해 성체식물 저항성을 지닌 벼 품종의 선발)

  • Koh Young Jin;Hwang Byung Kook;Chung Hoo Sup
    • Korean Journal Plant Pathology
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    • v.2 no.2
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    • pp.69-81
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    • 1986
  • Thirty two rice cultivars which have been cultivated or used as breeding materials in Korea were tested for screening rice cultivars resistant to leaf blast at adult-plant stages in the blast nursery hill plots. When compared on the basis of disease severities in individual leaves at different growth stages of rice plants under natural field infection, the 16 indica-japonica hybrids tested were highly resistant but the 16 japonica cultivars tested showed various degrees of resistance to leaf blast. With aging of rice plants, the quantitative levels of resistance to leaf blast increased in all the cultivars, although the levels of resistance to leaf blast varied according to rice genotypes. The leaf position of rice plants in which changed from susceptible to resistant reactions varied also with rice genotypes. The susceptible reactions of the rice cultivars to Pyricularia oryzae were distinctly changed to a resistant reaction on upper leaves of rice plants. The rice cultivars, in which the quantitative level of resistance to leaf blast was higher, were resistant on the lower leaves of rice plants. The cultivars Akibare, Palkeum, Jinheung, Olchal, Dobong and Ginga which drastically decreased blast infection at late growth stage were evaluated as adult-plant-resistant to leaf blast in the field. The adult-plant-resistant cultivars became resistant to leaf blast, both qualitatively and quantitatively, as rice plants matured.

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A Study on the Rheology Properties for Development of Sprayed High Performance Fiber Reinforced Cementitious Composites for Protection and Blast Resistant (방호·방폭용 뿜칠형 고성능 섬유보강 시멘트 복합재료 개발을 위한 레올로지 특성 연구)

  • Choi, Yun-Wang;Choi, Byung-Keol;Park, Man-Seok;Sung, Don
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.2 no.3
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    • pp.188-195
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    • 2014
  • This paper was evaluated the rheology properties according to each step of paste, mortar and HPFRCC as a part of the basic study to development of sprayed high performance fiber reinforced cementitious composites(HPFRCC) for protection and blast resistant. Rheology test results in step of paste, in case of GGBFs and FA, it showed that the plastic viscosity and yield stress reduced gradually according to the increase of mixing rate, and in case of SF, the plastic viscosity and yield stress increased radically starting from the mixing rate of 10%. Rheology test results in step of mortar, type of aggregates, it showed that particle shape and grading of aggregate is influence on plastic viscosity and yield stress, and change of volume ratio is influence on plastic viscosity than yield stress. Fluidity and rheology test results in step of HPFRCC, if after a fiber mixed, it showed that viscosity agent is more effective to improve the fluidity and fiber dispersion than superplasticizer.

Pressure impulse diagrams for simply-supported steel columns based on residual load-carrying capacities

  • Park, Jong Yil;Krauthammer, Theodor
    • Structural Engineering and Mechanics
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    • v.39 no.2
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    • pp.287-301
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    • 2011
  • This paper is focused on the residual capacity of steel columns, as a damage criterion. Load-Impulse (P-I) diagrams are frequently used for analysis, design, or assessment of blast resistant structures. The residual load carrying capacity of a simply supported steel column was derived as a damage criterion based on a SDOF computational approach. Dimensionless P-I diagrams were generated numerically with this quantitative damage criterion. These numerical P-I diagrams were used to show that traditional constant ductility ratios adopted as damage criteria are not appropriate for either the design or damage assessment of blast resistant steel columns, and that the current approach could be a much more appropriate alternative.

Amino Acid and Phenolic Contents in lilfected Leaves of Rice in Relation to Adult - Plant Resistance to Leaf Blast (잎도열병에 대해 성체식물저항성을 지닌 벼의 감염엽에서 아미노산과 페놀화합물의 함량)

  • Kim Ki Deok;Hwang Byung Kook
    • Korean Journal Plant Pathology
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    • v.3 no.1
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    • pp.3-7
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    • 1987
  • Ethanol-soluble amino acids and phenolics in healthy and blast-infected leaves of the susceptible rice cultivar Nakdong and adult-plant-resistant cultivar Dobong were quantitatively analyzed, At the 3 days after inoculation, the levels of soluble amino acids and phenolics in the infected fifth and eighth leaves of the two cultivars ere similar to those of comparable healthy controls. As blast lesions appeared on the leaves at the 5 days after inoculation, the soluble amino acids and phenolics began to increase. At the 7 days after inoculation, the levels of amino acids and phenolics were about 1.5-3 times more than those in healthy controls at the five-and eight leaf stages. The adult-plant-resistant cultivar Dobong showed higher amounts of soluble amino acids and phenolics in both healthy and infected fifth and eighth leaves than did the susceptible cultivar Nakdong, although Dobong was less infected by Pyricularia oryzae than Nakdong, The pronounced increases in amino acids and phenolics in rice leaves of the cultivar Dobong during the blast infection may play an important role in the expression of adult-plant resistance to blast.

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Structural Analysis of Impact·Blast Resistant Composite Panel using ACP and AUTODYN (ACP와 AUTODYN을 이용한 방호·방폭 보강 복합패널 구조해석)

  • Kim, Woonhak;Kang, Seokwon
    • Journal of the Society of Disaster Information
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    • v.12 no.4
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    • pp.432-439
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    • 2016
  • To make a model of a Impact/Blast resistant composite material and perform the analysis, material properties of the composite material are required. In order to obtain such a property value, it is necessary to input the result obtained by performing a lot of material tests by the calculation formula of the situation, and there is a lot of difficulty in the case of a special purpose material which is not a general material. In this study, modeling and structural analysis of composite fiber panels for protection and explosion - proofing were performed in ACP(ANSYS Composite PrePost) and AUTODYN by applying the application properties of composites provided in Ansys Workbench environment.

Numerical formulation of P-I diagrams for blast damage prediction and safety assessment of RC panels

  • Mussa, Mohamed H.;Mutalib, Azrul A.;Hao, Hong
    • Structural Engineering and Mechanics
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    • v.75 no.5
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    • pp.607-620
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    • 2020
  • A numerical study is carried out to assess the dynamic response and damage level of one- and two-way reinforced concrete (RC) panels subjected to explosive loads by using finite element LS-DYNA software. The precision of the numerical models is validated with the previous experimental test. The calibrated models are used to conduct a series of parametric studies to evaluate the effects of panel wall dimensions, concrete strength, and steel reinforcement ratio on the blast-resistant capacity of the panel under various magnitudes of blast load. The results are used to develop pressure-impulse (P-I) diagrams corresponding to the damage levels defined according to UFC-3-340-02 manual. Empirical equations are proposed to easily construct the P-I diagrams of RC panels that can be efficiently used to assess its safety level against blast loads.

Basic Study on Fiber Composite Panel Production for Impact·Blast Resistant (방호·방폭 보강용 복합섬유 패널 제작을 위한 기초연구)

  • Kim, Woonhak;Kang, Seokwon;Yun, Seunggyu
    • Journal of the Society of Disaster Information
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    • v.11 no.2
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    • pp.235-243
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    • 2015
  • The methods to improve the protection and explosion-proof performance of concrete structures include the backside reinforcement or concrete material property improvement and the addition of structural members or supports to increase the resistance performance, but they are inefficient in terms of economics and structural characteristics. This study is about the basic study on the fiber composite panel cover, and the nano-composite material and adhesive as the filler, to maximize the specific performance of each layer and the protection and explosion-proof performance as the composite panel component by improving the tensile strength, light weight, adhesion and fire-proof performances. The fiber composite panel cover (aramid-polyester ratios of 6:4 and 6.5:3.5) had a 2,348 MPa maximum tensile strength and a 1.8% maximum elongation. The filler that contained the nano-composite material and adhesive had a 4 MPa maximum tensile shear adhesive strength. In addition, the nano-composite filler was 30% lighter than the normal portland cement

A Study on Material Properties of Composite Panel for Impact·Blast Resistance (방호·방폭 보강용 복합패널의 재료특성에 관한 연구)

  • Kim, Woonhak;Kang, Seokwon
    • Journal of the Society of Disaster Information
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    • v.12 no.4
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    • pp.373-380
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    • 2016
  • In order to develop composite fiber panels that can maximize the protection and blast resistance of the existing structures by improving lightweight, high-strength and fireproof performances of the single layer material of precast panels, the basic properties of the inner and outer covers that are mixed with aramid fibers (AF) and polyester fibers (PF) were evaluated in this study. Also, a basic study was performed on the performance of composite fiber panels by testing Nano-sized composite materials that are lightweight and excellent in fire resistance for their compressive strength, bending strength and tensile strength.