• KCI Concrete Journal
• /
• 제12권2호
• /
• pp.31-43
• /
• 2000

The extensive usage of pretensioned prestressed concrete component in modem construe- tion as structural members mandates precise understanding of its mechanism. Especially, an adequate transfer of prestressing force from steel tendons to concrete around the end regions of the member is a critical issue. Due to the importance of the topic, several investigators have formulated equations modeling the transfer bond length based on various bonding mechanism between steel and concrete. However, the existing models are still inadequate in predicting the bond development in pretensioned prestressed concrete members. Therefore, this study presents a model of transfer bond length based on rational theory that can simulate experimental results. The model is developed into solid mechanics based structural analysis computer program. The program is validated by comparing the analysis results with experimental results of bond stress distribution, concrete strain profiles, and transfer length in pretensioned prestressed concrete members. The proposed analytical procedure in this study can be utilized as a useful tool for realistic evaluation of transfer length in pretensioned prestressed concrete members.

• 한국지열·수열에너지학회논문집
• /
• 제6권2호
• /
• pp.9-14
• /
• 2010

The ground source heat pump system is increasingly being considered as an alternative to traditional heating and cooling systems to reduce the emission of ground house gases. In this paper, A series of numerical analysis for energy piles has been performed focusing on heat transfer efficiency, performance and thermal stress. Results of numerical analyses for the W-shape type shows more efficient heat exchange transfer than the coil type. From results of the thermo-mechanical analysis, it is shown that the concentration of thermal stress occurs around the circulating pipe and the interfaces between different materials. The largest deformation caused by thermal stress is observed in the energy pile.

• 기본간호학회지
• /
• 제23권3호
• /
• pp.320-330
• /
• 2016

Purpose: The purpose of this study was to evaluate the effect of critical thinking and self-concept on stress adaptation in transfer nursing students. Methods: For this study, data were collected from 196 transfer nursing students from Busan and South Gyeongsang Province Data collection was done during the period from September to December, 2015. Data were analyzed using descriptive statistics, t-test, one-way ANOVA, Pearson correlation coefficients and multiple regression. Results: The results showed that for critical thinking gender (t=2.48, p=.014), age (F=2.90, p=.044) and club activities (t=2.05, p=.041) were significant. Stress adaptation was significant according to academic year (F=3.81, p=.025). Critical thinking, self-concept and stress adaptation had positive correlations. Conclusion: Findings indicate that college adjustment for transfer nursing students could be enhanced through the development of programs to promote critical thinking and self-concept in the nursing curriculum.

• 콘크리트학회지
• /
• 제6권1호
• /
• pp.89-100
• /
• 1994

프리스트레스 프리텐숀 보의 전달길이를 위하여 콘크리트의 변형율에 의하여 부착력을 계측하는 간접적인 방법을 일반적으로 사용하여 왔다. 이 트랜스퍼 실험은 실제 보에서 행하여지므로, 실제 상태의 정착부착력을 계측할 수 있다는 장점이 있으나, 최대 정착부착응력과 부착강비를 구하기 난해하며, 그 결과가 매우 분산되어 있으므로, 구조 설계자가 안전한 적정기준을 이해하고 선택하기 어렵다. 콘크리트의 변형을 측정하지 않아도 PS 강선의 정착부착 성능을 얻을 수 있는 대안을 소개하였다. 실제 보에서 PS강재의 긴장을 풀 때와 유사한 상황에서 정축부착 응력을 직접 구하였다. 하중재하부에서 풀려진 PS강선의 긴장력은 하중재하부쪽 강선의 단면증가를 가져오고, 콘크리트 블록에 정착부착력을 발생시키며, 다른 방향(고정부 쪽)으로 슬립을 유발시킨다. 두 개의 중공 로드셀로 양단하중을 최대 부착응력 또는 전면슬립이 일어날 때까지 계측하였다. 프리텐션 콘크리트보의 정착부착 길이를 구하기 위하여 이 방법을 기존의 트랜스퍼 실험방법과 병행하여 사용할 것을 제안한다.

• 대한기계학회논문집B
• /
• 제27권12호
• /
• pp.1724-1733
• /
• 2003

This paper assesses the prediction performance of explicit algebraic stress and heat-flux models for reduction of heat transfer coefficient in a strongly-heated vertical tube. Two explicit algebraic stress models and four explicit algebraic heat-flux models are selected for assessment. Eight combinations of explicit algebraic stress and heat-flux models are used in predicting the turbulent gas flows with intense heating, which yields the significant property-variation. The results showed that the two combinations of GS-AKN and WJ-mAKN predicted the Nusselt number and the axial wall temperature variations well and that the predictions of Nusselt number with WJ-combinations spread in a wider range than those with Gs-combinations. WJ is the explicit algebraic stress model of Wallin and Johansson and GS is the model of Gatski and Speziale and that AKN is the explicit heat-flux model of Abe, Kondoh and Nagano and mAKN is the modified AKN.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2023년도 봄 학술논문 발표대회
• /
• pp.41-42
• /
• 2023

Test results for a total of four types of complex waterproofing methods were analyzed. In the case of the A method, the stress generated by high-viscosity compounds adhering to the base test body during the behavior of the test body was transferred to the sheet surface layer. In the case of the B method and the C method, the properties of the waterproof sheet consisting of a non-hardened seal based and a non-hardened seal are well reflected and stress absorption in the non-hardened seal layer acts strongly, rapidly reducing stress transfer to the surface of the waterproof sheet. In the case of the D method, slip occurs due to repeated behavior, and the stress on the attachment surface is reduced, and the stress transfer to the surface is greatly reduced. As a result, four types of composite waterproofing methods resulted in changing the stress transfer mechanism caused by behavior on the concrete surface due to the physical properties of the internal constituent material of the waterproof sheet.

• 동력기계공학회지
• /
• 제16권6호
• /
• pp.45-51
• /
• 2012

In this paper, the algorithm for the static analysis of an axisymmetric cylindrical shell by using the finite element-transfer stiffness coefficient method (FE-TSCM) is suggested. TE-TSCM combining both the modeling procedure of the finite element method (FEM) and the transfer procedure of the transfer stiffness coefficient method (TSCM) has the advantages of FEM and TSCM. After computational programs are made by both FE-TSCM and FEM for the stress analysis of the axisymmetric cylindrical shell, we compare the numerical results by FE-TSCM with those of FEM for two computational models in order to confirm the trust of FE-TSCM.

• 한국산학기술학회논문지
• /
• 제13권8호
• /
• pp.3352-3357
• /
• 2012

본 논문은 열매체(Synthetic Heat Transfer Fluid) 보일러의 화재원인을 분석하기 위하여 3차원 자동설계 프로그램인 CATIA를 활용하여 설계하였다. 또한 3차원 유한요소 코드인 ANSYS를 활용하여 설계된 열매체보일러에 대하여 구조해석을 실시하였다. 구조해석을 통하여 열매체보일러의 정상상태와 화재 후의 최대온도(maximum temperature), 최대응력(maximum stress), 최대변형율(maximum strain) 등을 구하였다.

• 한국지반공학회논문집
• /
• 제20권2호
• /
• pp.59-66
• /
• 2004

SCP 개량지반은 연약지반에 타설된 모래말뚝과 주변 연약지반으로 구성된 복합지반을 형성한다. 복합지반에 상재하중이 작용할 경우, SCP쪽으로 반경방향의 흐름에 의하여 시간의존적인 압밀거동이 유발될 뿐만 아니라, SCP와 주변 연약지반 사이에서 강성도 차이로 인하여 응력전이가 유발된다. 본 논문은 SCP 개량지반의 압밀거동에 대한 교란효과의 영향을 고려하기 위하여 원통형 실린더 지반에 대한 수치해석을 수행하였다. 수치해석결과 연약지반의 교란영역은 유효응력-간극수압의 거동, 응력전이기구, 응력분담비에 영향을 줌을 알 수 있었다. 또한 SCP와 점토 사이의 응력전이량은 상부 z/H=0.25에서 가장 크며, 깊이가 증가함에 따라 감소한다. 응력분담비는 상수값이 아니라 압밀과정에 의존하며, 교란영역을 가진 연약지반의 응력분담비는 교란영역이 없는 연약지반의 응력분담비보다 큼을 알 수 있다.

• 한국자동차공학회논문집
• /
• 제4권5호
• /
• pp.187-196
• /
• 1996

In this study, 3-dimensional finite element model of a diesel engine cylinder head was made to accomplish heat transfer analysis and also thermal stress and deformation analysis. Heat release analysis and Nusselt-Reynolds correlations were applied to determine the convective boundary conditions which are required for heat transfer analysis to calculate temperature distribution. Thermal stress distribution was also investigated from heat transfer analysis results. Steady state temperature and heat flux were measured by using K-type thermocouples and then compared with numerical results to give a guarantee for the propriety of numerical analyses.