• Title/Summary/Keyword: drying stress

Search Result 192, Processing Time 0.042 seconds

Morphological, Physiological and Biochemical Responses of Gerbera Cultivars to Heat Stress

  • Chen, Wen;Zhu, Xiaoyun;Han, Weiqing;Wu, Zheng;Lai, Qixian
    • Horticultural Science & Technology
    • /
    • v.34 no.1
    • /
    • pp.1-14
    • /
    • 2016
  • Heat stress is an agricultural problem for Gerbera jamesonii, and it often causes poor seedling growth, reduced flower yield and undesirable ornamental characteristics of flowers. However, little is known about the effect of heat stress on the morphological, physiological and biochemical characteristics of gerbera plants. Here, the responses of six cultivars of Gerbera jamesonii to heat stress were investigated. Under a 1-d heat treatment at $45^{\circ}C$, the leaves of gerbera cultivars showed yellowing, wilting, drying and death to varying degrees. The heat treatment also resulted in increased electrical conductivity, decreased soluble protein and chlorophyll contents, and the accumulation of malondialdehyde (MDA) and proline in leaves. Moreover, heat tolerance differed among the six tested gerbera cultivars. Our results demonstrated that among the six gerbera cultivars, 'Meihongheixin' is a heat-resistant cultivar, whereas 'Beijixing' is a heat-sensitive one. 'Shijihong' and 'Linglong' are relatively heat-resistant cultivars, and 'Dadifen' and 'Taiyangfengbao' are relatively heat sensitive.

Tensile Strength of Clear Thin Wood Samples in Relation to the Slope of Grain

  • Cha, Jae Kyung
    • Journal of the Korean Wood Science and Technology
    • /
    • v.31 no.3
    • /
    • pp.35-41
    • /
    • 2003
  • The mechanical and physical properties of wood are strongly dependent upon the slope of grain. Specially, tensile strength is more severely affected by the slope of grain. Therefore, tension tests were performed on small thin wood samples made from Pinus radiata with varying the slope of grain. Determining the tensile strength for clear thin wood samples the other variabilities associated with material, size, drying, defects, etc were discarded. Slope of grain was measured by the slope of grain indicator and actual slope of grain was also determined by a protractor. Correlation coefficients between machine measured and actual slope of grain for 40 pieces of 2×20 mm, 300 mm long Pinus radiata were 0.84 for wide face measurement. Results also showed that tensile strength and MOE from stress wave tests decreased with increasing the slope of grain. This study did not establish a relationships for tensile strength and MOE from stress wave with slope of grain. However, the trends of MOEs from stress wave test with both slope of grain are agreed well with Hankinson's equation. Predicted tension strength curve by Hankinson's equation was also agreed well with the experimental data over the range from 0 to 13 degrees for slope of grain.

재조합 발광 박테리아를 이용한 환경독성탐지 및 휴대용 바이오 센서의 개발

  • Choe, Su-Hyeong;Gu, Man-Bok
    • 한국생물공학회:학술대회논문집
    • /
    • 2001.11a
    • /
    • pp.103-106
    • /
    • 2001
  • Bioluminescent bacteria fusing the stress promoter and lux gene have been developed as a toxicity biosensor. The light emitting bioluminescent bacteria have been used to measure the toxicity of many different chemicals. In this study, specially, DPD2540 (fabA::luxCDABE) was used to detect and classify phenolic toxicity to the cells membrane fatty acids, and then the relationship between phenolic toxicity and the distribution of various phenols in the cell was determined, with a model and equations provided. In addition, to show the possibility of detecting and classifying the toxicity of a chemical mixture, which may be present in wastewater, various bioluminescent bacteria having different stress promoters were used and their distinct response to the sample mixture was measured. To extend the applicable area of these bioluminescent bacteria to field, the portable biosensor using freeze-drying methods was developed and confirmed successfully.

  • PDF

Accelerated Insulation Life Estimation for PAI/Nano Silica Enamelled Wire under Inverter Surge and Temperature Stress (인버터 서지와 온도스트레스 하에서 PAI/Nano Silica 에나멜와이어의 가속절연수명 평가)

  • Park, Jae-Jun
    • The Transactions of The Korean Institute of Electrical Engineers
    • /
    • v.65 no.10
    • /
    • pp.1712-1720
    • /
    • 2016
  • AC and DC insulation breakdown voltage was studied for magnet wire coated with double layers of high flexural PAI layer and high anti-corona PAI/nanosilica (15 wt%) layer. The specimens were prepared at various drying temperatures (T/D): $22^{\circ}C$, $240^{\circ}C$, and $260^{\circ}C$, respectively. The increase effects of nanosilica on AC and DC insulation breakdown voltage were not so significant compared to that of magnet wire coil coated with original PAI. And the AC and DC insulation breakdown voltage was improved by decreasing diameter of winding coil. As T/D temperature increased, AC and DC insulation breakdown voltage decreased.

High Temperature Wear Behavior of Plasma-Sprayed Zirconia-Alumina Composite Coatings (플라즈마 용사된 알루미나-지르코니아 복합체의 고온 마모.마찰 거동)

  • 김장엽;임대순;안효석
    • Tribology and Lubricants
    • /
    • v.12 no.3
    • /
    • pp.33-38
    • /
    • 1996
  • High temperature wear behaviors of plasma-sprayed ZrO$_{2}$-$Y_{2}O_{3}$ composite coatings were investigated for high temperature wear resistance applications. The composite powders containing 20, 50, 80 vol% of alumina for plasma spray were made by spray drying method. Wear tests with composite coated specimens were performed at temperature ranges from room temperature to 800$^{\circ}$C. Wear tests were also carried out with heat treated specimens at room temperature. The microstructural change of coatings and the worn surface were examined by SEM and XRD. Sharp increase of wear loss at high temperature wear test was observed in specimens containing 50 and 80 vol% alumina. Similar trend was observed in the heat treated coatings. The measured residual stress was increased with increased alumina contents and heat treating temperatures. Residual stress induced during heat treatment appeared to be responsible to the observed harmful effect of alumina additions on the high temperature wear.

Influence of flexural loading on chloride ingress in concrete subjected to cyclic drying-wetting condition

  • Ye, Hailong;Fu, Chuanqing;Jin, Nanguo;Jin, Xianyu
    • Computers and Concrete
    • /
    • v.15 no.2
    • /
    • pp.183-198
    • /
    • 2015
  • Chloride ingress implies a complex interaction between physical and chemical process, in which heat, moisture and chloride ions transport through concrete cover. Meanwhile, reinforced concrete structure itself undergoes evolution due to variation in temperature, relative humidity and creep effects, which can potentially change the deformation and trigger some micro-cracks in concrete. In addition, all of these process show time-dependent performance with complex interaction between structures and environments. In the present work, a time-dependent behavior of chloride transport in reinforced concrete beam subjected to flexural load is proposed based on the well-known section fiber model. The strain state varies because of stress redistribution caused by the interaction between environment and structure, mainly dominated by thermal stresses and shrinkage stress and creep. Finally, in order to clear the influence of strain state on the chloride diffusivity, experiment test were carried out and a power function used to describe this influence is proposed.

Anchor Design to Prevent Debonding of Repair Mortar in Repaired Concrete Members

  • Choi Dong-Uk;Lee Chin-Yong
    • Journal of the Korea Concrete Institute
    • /
    • v.17 no.4 s.88
    • /
    • pp.637-643
    • /
    • 2005
  • Reinforced concrete beams or slabs are often strengthened or repaired using polymer modified cement concrete Stresses can develop in the structure by ambient temperature changes because thermal coefficients of the repair material and the existing concrete are typically different. Especially, shear stress often causes debonding of the interface. In this study, a rational procedure was developed where anchors can be designed in strengthened or repaired concrete members to prevent debonding at the interface. The current design procedure considers thicknesses and elastic moduli of the repair material and existing concrete, ambient temperature change, length, and beam-vs.-slab action. The procedure is also applicable to stresses developed by differential drying shrinkage.

FRAPCON analysis of cladding performance during dry storage operations

  • Richmond, David J.;Geelhood, Kenneth J.
    • Nuclear Engineering and Technology
    • /
    • v.50 no.2
    • /
    • pp.306-312
    • /
    • 2018
  • There is an increasing need in the United States and around the world to move used nuclear fuel from wet storage in fuel pools to dry storage in casks stored at independent spent fuel storage installations or interim storage sites. Under normal conditions, the Nuclear Regulatory Commission limits cladding temperature to $400^{\circ}C$ for high-burnup (>45 GWd/mtU) fuel, with higher temperatures allowed for low-burnup fuel. An analysis was conducted with FRAPCON-4.0 on three modern fuel designs with three representative used nuclear fuel storage temperature profiles that peaked at $400^{\circ}C$. Results were representative of the majority of US light water reactor fuel. They conservatively showed that hoop stress remains below 90 MPa at the licensing temperature limit. Results also show that the limiting case for hoop stress may not be at the highest rod internal pressure in all cases but will be related to the axial temperature and oxidation profiles of the rods at the end of life and in storage.

Numerical Investigation into Behavior of Retaining Wall Subject to Cycles of Wetting and Drying (습윤-건조 반복작용에 노출되는 옹벽의 거동에 관한 수치해석 연구)

  • Yoo, Chung-Sik
    • Journal of the Korean Geotechnical Society
    • /
    • v.29 no.1
    • /
    • pp.13-22
    • /
    • 2013
  • This paper presents the results of a numerical investigation into the behavior of retaining wall subject to cycles of wetting and drying due to rainfall. The stress-pore pressure coupled finite element modeling strategy was first established for stimulating the wall behavior. A series of finite element analyses were then performed on a range of conditions including different rainfall and backfill conditions. The results indicated that the rainfall intensity was the primary influencing factor for the wall behavior. Also revealed was that the pre-rainfall condition determines the magnitudes and the distribution of matric suction which in fact has a significant impact on the behavior of wall during a major rainfall. This result demonstrates the importance of incorporating the pre-rainfall condition for numerical modeling of walls during heavy rainfall. Practical implications of the findings from this study are discussed in great detail.

Numerical Modeling of Ebb-Dominant Tidal Flow in the Mokpo Coastal Zone (목포해역 낙조류 우세현상의 수치모의)

  • Jung, Tae-Sung;Choi, Jong-Hwa
    • Journal of Korean Society of Coastal and Ocean Engineers
    • /
    • v.22 no.5
    • /
    • pp.333-343
    • /
    • 2010
  • In Mokpo coastal zone, the characteristics showing ebb-dominant tidal flow was confirmed by analysis of observed tide and tidal currents, Physical factors occurring ebb-dominant flow were reviewed. Influence of critical depth for drying, bottom shear stress, coastal reclamation, tidal amplitude, nonlinear tide, and eddy viscosity on the change of ebb-dominant flow was investigated by applying a two-dimensional circulation model. The simulation results for a variety of conditions showed that eddy viscosity and critical depth for drying does little or no impact on the generation of asymmetric flow. Strong bottom friction stress makes ebb-dominant flow clearly. Change of tidal flat into land swells ebb- dominant flow, and change of tidal flat into sea disappears ebb-dominant flow. Nonlinear tides play a decisive role in the generation of asymmetrical tidal flow. Non-linear tides should be included in the open boundary conditions of hydrodynamic modeling in the Mokpo coastal zone.