• Title/Summary/Keyword: Microcrack

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Control of Crack and Enhanced Durability Performance of Face Slab Concrete (차수벽 콘크리트의 균열제어 및 성능향상에 관한 연구)

  • 임정열;정우성;김완영;원종필
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.11a
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    • pp.537-540
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    • 2003
  • The effects of substituting cement with fly ash(10%, 15%, 20%) and different fiber addition(polypropylene, cellulose, poly vinyl alcohol), on the control of microcrack and enhanced durability performance of face slab concrete in CFRD was studied experimentally It was conducted experiments of plastic shrinkage of mortar and concrete, and drying shrinkage of concrete. Also, durability test were carried out the chloride permeability, abrasion resistance and freeze-thaw repetition. Through the experimental results, it was concluded that ploy vinyl alcohol fiber containing concrete was the most effective mixture in control of cracking and durability.

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Shrinkage Properties of High Early Strength Fiber Reinforced Concrete (초기강도 섬유보강 콘크리트의 수축특성)

  • 원종필;김현호
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.43 no.5
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    • pp.124-131
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    • 2001
  • The shrinkage properties of high early strength concrete were investigated. One of the method to control microcrack and crack development due to restrained shrinkage is to reinforce concrete with randomly distributed fibers. Regulated-set cement and two different types of fiber were adopted. The experiments for heat of hydration, drying and autogenous shrinkage were conducted. The desirable resistance of high early strength fiber reinforced concrete to restrained shrinkage microcracking was achieved. These results indicate that use of fiber in high early strength concrete plays an important role in control of crack development due to restrained shrinkage.

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Micro/macro properties of geomaterials: a homogenization method for viscoelastic problem

  • Ichikawa, Yasuaki;Wang, Jianguo;Jeong, Gyo-Cheol
    • Structural Engineering and Mechanics
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    • v.4 no.6
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    • pp.631-644
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    • 1996
  • Geomaterials such as soil and rock are composed of discrete elements of microstructures with different grains and microcracks. The studies of these microstructures are of increasing interest in geophysics and geotechnical engineering relating to underground space development We first show experimental results undertaken for direct observation of microcrack initiation and propagation by using a newly developed experimental system, and next a homogenization method for treating a viscoelastic behavior of a polycrystalline rock.

Evaluation of Fatigue Damage of Metal Matrix Composite by LFB Acoustic Microscopy (Line-Focus-Beam 초음파 현미경을 이용한 금속복합재료의 피로손상에 관한 연구)

  • Lee, Joon-Hyun
    • Journal of the Korean Society for Nondestructive Testing
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    • v.13 no.2
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    • pp.40-47
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    • 1993
  • Composites composed of a precipitation harden 2124 alloy matrix reinforced by SiC whiskers, which are fabricated by powder metallugy, are suscepttible to fatigue damage due to the pile-up of moving dislocation and the microcrack initiation along SiC-Al interfaces, especially at the external surfaces of a body. The initial process, such as pile-up of dislocation or microcrack, that corresponds to the stage I during fatigue failure process are too small to be detected and characterized by conventional ultrasonic technique. This paper describes the applicability of an acoustic microscope with Line-Focus-Beam(LFB) lens of 225MHz to evaluate fatigue damage of SiC whiskers reinforced Al alloy. The specimens which were 6.6mm thick, 13mm wide, and 105mm long in the gage section were fatigued in tension-tension under load control. The velocity of leaky surface and leaky pseudosurface acoustic waves are obtained by FFT analysis technique from V(z) curve which is a record of output of piezoelectric transducer. These results are discussed with the change of number of fatigue cycles. The result obtained by acoustic microscope is compared with that by ultrasonic technique generated at 5MHz with conventional surface wave transducers.

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Deterioration Mechanism Interpretation and Surface Contaminant Analysis of the Five-Storied Stone Pagoda in Tapriri, Uiseong (의성 탑리리 오층석탑의 표면오염물 분석 및 손상메커니즘 해석)

  • Lee, Mi Hye;Chun, Yu Gun;Lee, Myeong Seong
    • Economic and Environmental Geology
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    • v.46 no.5
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    • pp.445-453
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    • 2013
  • The Uiseong Tapriri Five-Storied Stone Pagoda (National Treasure No. 77) is typical stone cultural heritage in Unified Silla Dynasty, Korea. The pagoda has been occurred black, brown discoloration and microcrack, exfoliation, granularity decomposition with white discoloration because of continuous weathering. As the results of analysis for the contaminants, chemical weatherings are generated that black contaminant by manganese oxide, brown contaminant by iron oxide, white contaminants by gypsum and taranakite. And physical weatherings, such as microcrack, exfoliation, are occurred by salt(gypsum) crystallization. Therefore, these need to remove the contaminants according to the conservation treatment manual, and regular monitoring using P-XRF to preserve long-term the Five-Storied Stone Pagoda at Tapri-ri, Uiseong.

Paleostress from Healed Microcracks and Fluid Inclusions in Quartz of the Jurassic Granites in the Southwestern Ogcheon Folded Belt (옥천습곡대 서남부지역에 분포하는 쥬라기 화강암류의 석영내 아문 미세균열 및 유체포유물을 이용한 고응력장)

  • Kang, Seong-Seung;Yoo, Bong-Chul;Jang, Bo-An;Kim, Cheong-Bin
    • Journal of the Korean earth science society
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    • v.30 no.1
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    • pp.19-32
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    • 2009
  • Paleostress was interpreted by analyzing the healed microcracks and the secondary fluid inclusions in quartz of the Jurassic granites distributed in the southwestern Ogcheon Folded Belt, South Korea. The most dominant direction of healed microcracks in the study area was oriented $N30^{\circ}W$, and $N70^{\circ}W$ direction was also recognized. The formation temperatures of fluid inclusions were ranged $380-550^{\circ}C$ and the age of healed microcrack formations might have been approximately 166-200 Ma. Comparing the paleostress orientation obtained from the direction of healed microcracks to the formation age of healed microcracks estimated from the secondary fluid inclusions, it is considered that granitic rock body in study area was subject to a maximum horizontal principal stress along the NNW-SSE and WNW-ESE directions in the early Jurassic to middle Jurassic.

Fatigue and Cyclic Deformation Behavior with the Unreinforced Matrix Alloy and Al/$Al_2O_3$ Metal Matrix Composites (기지금속과 $Al_2O_3$/Al 금속복합재료의 피로 및 주기적 변형거동)

  • 송정일
    • Composites Research
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    • v.12 no.5
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    • pp.1-11
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    • 1999
  • Cyclic deformation and fatigue behavior of $Al/$Al_2O_3$ metal matrix composites and matrix alloy were studied. Hatigue strength Al/$Al_2O_3$ composites was about 210MPa, and that of Al matrix alloy was 170MPa. Most of the resultant displacement due to permanent plastic deformation occurred in less than the first 5% of fatigue life. In case of composites, decrease of cyclic displacement was smaller than that of matrix because the reinforcements acted as barriers to dislocation movement. Consequently, cyclic stress-displacement response curve can be considered to have these atages ; an initial few cycles of rapid hardening, followed by progressive hardening for most the fatigue life, and then just prior to failure, an instantaneous drop in stress carrying capability of the material due to multiple microcrack initiation, eventual coalescence of microcrack to form a macrocrack and then rapid macroscopic crack growth.

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Mechanical Properties of High-Early-Strength Concrete for Early Traffic Opening (조기교통개방 콘크리트의 강도특성)

  • Won, Jong-Pil;Kim, Hyun-Ho;Ahn, Tae-Song
    • International Journal of Highway Engineering
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    • v.3 no.2 s.8
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    • pp.123-130
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    • 2001
  • This study was performed to enhance mechanical properties of high-early-strength concrete using regulated-set cement for early traffic opening with various mixtures. Restraint of moisture and thermal movements of concrete pavement in actual field conditions, by external or internal restraining factors, generates tensile stresses which introduce microcracks and thus reduce the mechanical properties of concrete. Fiber reinforcement of concrete is an effective approch to the control of microcrack and crack development under tensile stresses. Three different types of regulated-set cement which recently have been used in Korea and two different types of fiber were adopted. Fibers were added and their mixtures are compared with plain high-early-strength concrete mixture. From the test results, fiber reinforced concrete was increased mechanical properties of high-early-strength concrete using regulated-set cement than the plain concrete.

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Failure Analysis of the Rate of Rise Spot Type Heat Detector on Artificially Accelerated Aging (인공 가속열화에 따른 차동식 스포트형 열감지기의 고장 원인분석)

  • Kim, Chan-Young
    • Fire Science and Engineering
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    • v.25 no.4
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    • pp.48-55
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    • 2011
  • This paper presents the failure analysis of the rate of rise spot type heat detectors on artificially accelerated aging. The failures of heat detector turned out by two reasons. The first one is the separation of binder from plastic moulding, resulting in the leakage of air from heat chamber. The second reason is the crack of plastic. The large cracks were maybe created by these reasons, thermal expansion difference, mechanical stress, or growth of microcrack. In the sound detector, the separation and the crack were not occurred or not developed to the critical size. The glass fibers which increase the mechanical strength were added in the binder of detector 2010G. The densities of binder or plastic of each detector were similar. However, the TGA result shows that the thermal characteristics of 2005A and 2005B were not similar.