• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.309-310
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• 2009

본 연구는 잠실제2롯데월드 초고층 건축 프로젝트의 기둥축소량에 필요한 첫 번째 단계인 재료연구(일명 콘크리트 테스트 프로그램)의 일환으로 진행되고 있다. 현재까지 18개월간의 크리프 및 건조수축 측정결과가 확보되어 있으며 이에 대한 강도와 하중재령별로 분석을 실시하였고 추가적으로 회기분석을 실시하여 예측모델식에 따른 유도식을 제안하였다. 비교분석 시 사용된 예측 모델식은 ACI209R Model, Bazant-Baweja B3 Model, CEB MC99 Model, 및 GL2000 Model 등과 같이 네 가지 의 모델식을 활용하였다. 결과분석항목은 실무에서 활용되고 있는 전체 건조수축 변형과 단위 응력당 전체 크리프 변형(Compliance)에 대해서 실시하였다.

• Steel and Composite Structures
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• 제27권2호
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• pp.185-192
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• 2018

Fly ash can significantly improve concrete workability and performance, and recycling fly ash in concrete can contribute to a cleaner environment. Since fly ash influences pozzolanic reactions in concrete, mechanical behaviors of concrete containing fly ash differ from traditional concrete. Creep behaviors of fly ash concrete filled steel tube arch were experimentally investigated for 10% and 30% fly ash replacement. The axes of two arches are designed as circular arc with 2.1 m computed span, 0.24 m arch rise, and their cross-sections are all in circular section. Time dependent deflection and strain of loading and mid-span steel tube were measured, and long term deflection of the model arch with 10% fly ash replacement was significantly larger than with 30% replacement. Considering the steel tube strain, compressive zone height, cross section curvature, and internal force borne by the steel tube, the compressive zone height and structural internal forces increased gradually over time due to concrete creep. Increased fly ash content resulted in more significant neutral axis shift. Mechanisms for internal force effects on neutral axis height were analyzed and verified experimentally.

• Geomechanics and Engineering
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• 제10권2호
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• pp.225-245
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• 2016

Settlement of foundations in permafrost regions primarily results from three physical and mechanical processes such as thaw consolidation of permafrost layer, creep of warm frozen soils and the additional deformation of seasonal active layer induced by freeze-thaw cycling. This paper firstly establishes theoretical models for the three sources of settlement including a statistical damage model for soils which experience cyclic freeze-thaw, a large strain thaw consolidation theory incorporating a modified Richards' equation and a Drucker-Prager yield criterion, as well as a simple rheological element based creep model for frozen soils. A novel numerical method was proposed for live computation of thaw consolidation, creep and freeze-thaw cycling in corresponding domains which vary with heat budget in frozen ground. It was then numerically implemented in the FISH language on the FLAC platform and verified by freeze-thaw tests on sandy clay. Results indicate that the calculated results agree well with the measured data. Finally a model test carried out on a half embankment in laboratory was modeled.

• 한국농공학회지
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• 제44권6호
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• pp.115-123
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• 2002

This study was performed to provide basic data for development and construction of reinforced soil wall that mixed with reinforcements such as calcium carbonate, monofilament fiber. In order to determine proper moisture content and mixing ratio by weight of reinforcement, Poisson's ratio and compressive strength tests for sandy soil had been conducted. Model tests for long-term behavior of reinforced soil wall were carried out to investigate the effect of reinforcement during loads and under static loads. The results of creep and model tests for sandy soil compared with clayey soil. Reinforced sandy soil mixed with calcium carbonate and cement showed brittle rupture by shear but that of mixed with monofilament fiber showed ductile rupture due to the tension force of fiber. It was shown that when age increased, creep strain of reinforced soil under sustained load approached constant values.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1995년도 추계학술대회 논문집
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• pp.740-743
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• 1995

The analysis model is the power law creep material containing an elliptical rigid inclusion subjected to the arbitrarily directional stress on infinite boundary. The stress analysis is performed using the conformal mapping function and complex pseudo-stress function. The stress distributions near an elliptical rigid inclusion are obtained with various ellipse shapes, strain hardening exponents and directions of applied stress.

• Journal of Hydrospace Technology
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• 제2권2호
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• pp.80-87
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• 1996

A creep-buckling analysis is studied for a simply-supported viscoelastic column. The fluid-type four-parameter model is employed because of its general applicability to creep materials. Using the imperfection-based incremental approach, a nonlinear load deflection equation is derived. Safe load and critical (or life) time which characterize the stability of the viscoelastic column are obtained mathematically and interpreted physically. A finite difference algorithm is applied to solve the second-order differential equation of the viscoelastic stress-strain relation. Numerical calculation has been made and discussed far a SUS316 stainless steel column.

• 한국지반공학회논문집
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• 제15권6호
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• pp.17-28
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• 1999

본 연구에서는 자연점토의 압밀에 대한 변형률속도의 영향을 해석하기 위하여 비선형 점탄소성 모델을 제안하였다. 연약지반의 점소성 거동은 유일한 유효응력-변형률-변형률속도 (equation omitted)의 관계식으로부터 구할 수 있다. Berthierville 점토에 대한 크리프실험, 다단계 하중실험, Relaxation실험과 같은 실내실험결과와 수치해석결과를 비교하였다. 제안된 점탄소성 모델을 사용하여 자연점토의 압밀거동을 비교적 정확히 예측할 수 있다.

• Geomechanics and Engineering
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• 제8권2호
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• pp.187-220
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• 2015

Soil disturbance induced by installation of mandrel driven vertical drains decreases the in situ horizontal hydraulic conductivity of the soil in the vicinity of the drains, decelerating the consolidation rate. According to available literature, several different profiles for the hydraulic conductivity variation with the radial distance from the vertical drain, influencing the excess pore water pressure dissipation rate, have been identified. In addition, it is well known that the visco-plastic properties of the soil also influence the excess pore water pressure dissipation rate and consequently the settlement rate. In this study, a numerical solution adopting an elastic visco-plastic model with nonlinear creep function incorporated in the consolidation equations has been developed to investigate the effects of disturbed zone properties on the time dependent behaviour of soft soil deposits improved with vertical drains and preloading. The employed elastic visco-plastic model is based on the framework of the modified Cam-Clay model capturing soil creep during excess pore water pressure dissipation. Besides, nonlinear variations of creep coefficient with stress and time and permeability variations during the consolidation process are considered. The predicted results have been compared with V$\ddot{a}$sby test fill measurements. According to the results, different variations of the hydraulic conductivity profile in the disturbed zone result in varying excess pore water pressure dissipation rate and consequently varying the effective vertical stresses in the soil profile. Thus, the creep coefficient and the creep strain limit are notably influenced resulting in significant changes in the predicted settlement rate.

• 터널과지하공간
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• 제13권2호
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• pp.100-107
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• 2003

본 암석에 외력을 가하면 내부 응력이 발생하고, 이로 인해 변형이 발생하게 된다. 암석재료에서 크리프 변형이 장기간 지속되어 어느 한계에 도달하면 급작스런 파괴로 이어진다. 따라서 구조물의 장기적 안정성 검토 시에 지반의 크리프 특성 파악이 필수적이라 할 수 있다. 본 논문에서는 일축압축강도의 40% 50%, 60%, 70%에 해당하는 하중을 가하여 변형률을 측정하였다. 크리프 특성을 비교 . 분석한 결과로써 변형률 속도의 경우 하중 이 증가함에 따라 변형률 속도 상수$\alpha$ , ${\gamma}$ 도 증가하는 경향이 나타났다. 크리프 곡선에서 Griggs가 제안한 식이 Li와Xia, Singh식 보다 적합하였으며, Burger's model을 적용하여 구한상수 G$_2$는 응력수준의 증가에 파라 감소하며, η$_1$,η$_2$, G$_1$의 경우 불규칙하게 나타났다.

• 대한기계학회논문집
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• 제15권1호
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• pp.190-200
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• 1991

본 연구에서는 고온에 노출되는 열-점소성 거동의 해석을 위해 소성유동, 크 리프, 응력풀림(stress relaxation)등의 거동을 동시에 다룰 수 있는 통일구성방정식 모델에 대해 논하고 적절한 모델을 선정한다. 이 모델은 미소변형이론에 근거한 것 이므로 구조물의 거동을 소변형률(small strain)과 소회전(small rotation)의 범위내 로 가정하여 해석한다.선정된 모델에 대해서 시간변화율 형태의 방정식으로부터 유 한요소법을 통한 수치화와 사용된 구성방정식을 효율적으로 처리할 수 있는 수치해석 법상의 알고리듬을 제안한다. 제안된 알고리즘을 사용하여 유한요소법 전산코드를 적상하고, 작성된 코드를 이용하여 고온에서 하중을 받는 단순보와 국부적으로 심한 가열을 받는 구조물에 적용하여 고전적인 구성방정식으로 복합적인 해석이 어려웠던 열-점소성 거동을 효과적으로 해석할 수 있음을 보인다. 본 논문은 응력해석에 주안 점을 두었으므로 열해석에 관한 상세한 논의는 가급적 생략하기로 한다.