Strength effect on the fatigue crack growth of concrete콘크리트의 피로균열 성장에 미치는 강도의 효과

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In this dissertation, the fatigue life and fatigue crack growth behaviors of concrete are investigated on the basis of damage and fracture mechanics. Modified prediction models considering the effect of concrete strength are also suggested. The range and level of concrete strength used in structural members subjected to fatigue loading have become wider and higher, respectively. The mechanical properties are influenced by concrete strength. Most design codes, however, have assumed that fatigue life is independent of concrete strength. Therefore, in order to construct a more accurate prediction model and safer design code, detailed experimental evidences of strength influence are needed. In addition, more interest has been shown in the examination and rehabilitation of structures during service life. For execution of structural inspection, it is necessary to establish the fatigue crack growth model. Although, a few works on fatigue crack growth have been carried out, there still is not enough information. In this study, cylindrical concrete specimens with various strength levels were tested to investigate the fatigue strength and life in axial compression. The experimental results indicated that the fatigue life decreases with increasing concrete strength. Based on these results, a modified fatigue life model considering the effects of concrete strength was proposed. In this model, to directly use the actual compressive strength as the reference of fatigue strength, the strain rate effect was taken into account. The verification of the proposed fatigue life model was conducted by fatigue damage, i.e. fatigue deformation, approach. It was found that the fatigue strain increment rate increases severely as the concrete strength increases. This means that fatigue life should decrease as concrete strength increases. As a result, higher-strength concrete becomes more brittle and less resistive than lower-strength concrete under fatigue loading. In most structural m...
Advisors
Kim, Jin-Keunresearcher김진근researcher
Description
한국과학기술원 : 토목공학과,
Publisher
한국과학기술원
Issue Date
1998
Identifier
133601/325007 / 000935071
Language
eng
Description

학위논문(박사) - 한국과학기술원 : 토목공학과, 1998.2, [ ix, 139 p. ]

Keywords

CMOD compliance calibration; Concrete strength; Fatigue crack growth; Fatigue; Fracture energy; 파괴에너지; CMOD 컴플라이언스 보정; 콘크리트 강도; 피로균열 성장; 피로

URI
http://hdl.handle.net/10203/30501
Link
http://library.kaist.ac.kr/search/detail/view.do?bibCtrlNo=133601&flag=dissertation
Appears in Collection
CE-Theses_Ph.D.(박사논문)
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