• Structural Engineering and Mechanics
• /
• 제3권6호
• /
• pp.529-539
• /
• 1995

The rigid-plastic yield-line analysis of isotropically reinforced concrete slabs acting in conjunction with torsionally weak supporting beams is developed as the lower-bound form of a linear programming formulation. The analysis is extended to consider geometric variation of chosen yield-line patterns by the technique of sequential linear programming. A strategy is followed of using a fine potential yield-line mesh to identify possible collapse modes, followed by analysis using a coarser, simplified mesh to refine the investigation and for use in conjunction with geometric optimization of the yield-line system. The method is shown to be effective for the analysis of three slabs of varying complexity. The modes detected by the fine and simplified analyses are not always similar but close agreement in load factors has been consistently obtained.

• 한국강구조학회 논문집
• /
• 제16권3호통권70호
• /
• pp.315-324
• /
• 2004

본 논문은 지관에 압축력을 받는 냉간성형 각형강관 T형 용접접합부의항복선 해석에 관한 연구이다. 기존 연구 중 냉간성형 정방형 각형강관 T형 용접 접합부만을 포함하는 실험결과와 Kato, Packer, Zhao, CIDECT 및 본 연구진들의 제안식을 비교하였다. 제안된 항복선 모델의 적용한계치를 제안하기 위하여, 항복선 해석에 기초하여 이전 논문에서 제안된 항복선모델을 재검토하였다. 제안된 항복선 모델은 냉간성형 각형강관 곡률부와 용접크기를 고려한다. 마지막으로, 실험상의 실체 파괴모드와 해석상의 비교결과를 참조하여, 항복선 해석의 적용범위를 ${\beta}^{\prime}{\leq}0.8$로 제안하였다. 여기서, ${\beta}^{\prime}=0.8$, ${\beta}^{\prime}=b_1^{\prime}/b_0^{\prime}$, $b_1{^{\prime}}=b_1+t_0$, $b_0{^{\prime}}=b_0-t_0$.

• Structural Engineering and Mechanics
• /
• 제6권4호
• /
• pp.395-409
• /
• 1998

This paper concerns the development and implementation of an orthotropic, stress resultant elasto-plastic finite element model for the collapse load analysis of reinforced concrete plates. The model implements yield line plasticity theory for reinforced concrete. The behaviour of the yield functions are studied, and modifications introduced to ensure a robust finite element model of cases involving bending and twisting stress resultants ($M_x$, $M_y$, $M_{xy}$). Onset of plasticity is always governed by the general yield-line-model (YLM), but in some cases a switch to the stress resultant form of the von Mises function is used to ensure the proper evolution of plastic strains. Case studies are presented, involving isotropic and orthotropic plates, to assess the behaviour of the yield line approach. The YLM function is shown to perform extremely well, in predicting both the collapse loads and failure mechanisms.

• Computers and Concrete
• /
• 제12권6호
• /
• pp.819-829
• /
• 2013

The objective of this study is to determine whether or not the yield line theory, an effective method widely used for slabs made of ordinary concrete, can be used also for the reinforced concrete slabs made of high-strength concrete. Flexural behavior of simply supported slabs in three different sizes were investigated under concentrated load at mid-span. Additionally, behavior of high strength reinforced concrete slabs with 50 mm and 150 mm reinforcement spacings also studied. Failure loads, deflections, experimental and theoretical failure mechanisms were evaluated. The difference between the moments based on yield line theory and experimental moments varied between 1% to 3%. Experimental and analysis results revealed that yield line analysis could conveniently be employed in the analysis of high strength reinforced concrete slabs.

• 한국농림기상학회지
• /
• 제4권3호
• /
• pp.164-168
• /
• 2002

우리나라 벼 수량 기상반응의 최대경계선 분석을 통하여 구축한 벼 수량예측모델(금 등, 2001)의 지역, 연차 및 품종의 수량 변이 예측 정확도를 검증한 결과는 다음과 같다. 1. 모형구축에 이용된 전국 20개 지역의 지역별 15년 간의 평균수량은 실측치와 예측치 간에 r=0.9296$^{**}$ 으로 고도로 유의한 상관을 나타내고 있으며 모형작성에서 제외시켰던 12개 지역 평균수량의 예측치와 실측치간의 상관계수도 r=0.8923$^{**}$ 으로 모형작성에 이용된 지역보다 수량예측의 정확도가 다소 낮게 나타났으나 통계적으로 고도로 유의하였다. 2. 모형설정에 사용된 20개 지역과 사용되지 않는 12개 지역 모두 연차별 실제수량과 예측수량간에는 고도로 유의한 상관이 존재하여 수량의 연차간 변이를 잘 예측하였다. 다만 냉해년에는 다소과대 추정하는 경향이었다. 3. 동진벼, 화성벼, 추청벼 등의 8개 품종별로 실제 수량과 예측수량간에는 고도로 유의한 상관이 있었다. 다만 모형구축에 이용되지 않은 지역의 자료를 이용하는 경우 모형설정에 이용한 자료를 이용한 경우보다 다소 상관이 낮아졌다. 4. 결론적으로 수량기상반응의 최대경계선(boundary line)분석은 수량 예측 모형의 구축에 효율적으로 적용될 수 있을 것으로 판단되었으며, 본 연구에서 고려하지 않은 토양조건, 시비조건 등에 대한 최대경계선 분석을 포함시키는 경우 보다 정확도가 높은 수량예측모형을 작성할 수 있으며 이를 통한 지성, 년도, 품종에 따른 수량의 변이를 실용적으로 예측할 수 있을 것으로 기대된다.

• 한국지진공학회논문집
• /
• 제26권1호
• /
• pp.23-30
• /
• 2022

This study proposed a simplified finite element analysis procedure for designing the nonstructural masonry wall in the out-of-plane direction. The proposed method is a two-step elastic analysis procedure by bilinearizing the behavior of the masonry wall. The first step analysis was conducted with initial stiffness representing the behavior up to the effective-yield point, and the second step analysis was conducted with post-yield stiffness. In addition, the orthotropic material property of the masonry was considered in the FE analysis. The maximum load was estimated as the sum of the maximum loads in the first and second step analyses. The maximum load was converted into the moment coefficients and compared with those from the yield line method applied in Eurocode 6. The moment coefficients calculated through the proposed procedure showed a good match with those from the yield line method with less than 6% differences.

• 한국농림기상학회:학술대회논문집
• /
• 한국농림기상학회 2001년도 춘계 학술발표논문집
• /
• pp.109-112
• /
• 2001

농작물의 생육 및 작황은 내적으로는 품종 자체의 고유 특성과 외적으로는 재배기술, 토양환경, 기상환경 등에 크게 영향을 받는다. 이중 온도, 일조시수 등의 기상조건은 생육과 수량 형성에 직접적인 영향을 미치게 되며 작물의 고유특성인 출수기, 수량구성요소 등도 기상환경에 따라 변이를 나타낸다.(중략)

• Structural Engineering and Mechanics
• /
• 제42권6호
• /
• pp.883-897
• /
• 2012

Cold-formed channel sections are used in a variety of applications in which they are required to absorb deformation energy. This paper investigates the collapse behaviour and energy absorption capability of cold-formed steel channels with flange edge stiffeners under large deformation major-axis bending. The Yield Line Mechanism technique is applied using the energy method, and based upon measured spatial plastic collapse mechanisms from experiments. Analytical solutions for the collapse curve and in-plane rotation capacity are developed, and used to model the large deformation behaviour and energy absorption. The analytical results are shown to compare well with experimental values. Due to the complexities of the yield line model of the collapse mechanism, a simplified procedure to calculate the energy absorbed by channel sections under large bending deformation is developed and also shown to compare well with the experiments.

• Structural Engineering and Mechanics
• /
• 제84권1호
• /
• pp.129-141
• /
• 2022

It has previously been proposed that the yield-line method of analysis for reinforced concrete slabs could be automated via the use of rigid finite elements, assuming all deformations occur along element edges. However, the solutions obtained using this approach can be observed to be highly sensitive to mesh topology. To address this, a revised formulation that incorporates modified yield criteria to account for the presence of non-zero shear forces at interfaces between elements is proposed. The resulting formulation remains simple, with linear programming (LP) still used to obtain solutions for problems involving Johansen's square yield criteria. The results obtained are shown to agree well with literature solutions for various slab problems involving uniform loading and a range of geometries and boundary conditions.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
• /
• pp.81-86
• /
• 2001

The concrete bridge decks are in need of replacement and rehabilitation due to decreasing load carrying capacity. In this study, to propose a strengthening technique that improves usability and structural performance of the bridge deck and to propose an efficient strengthening design technique which satisfies both the strength End serviceability of the bridge deck, this paper shows the failure characteristics of the strengthened bridge decks and proposes an empirical yield criterion. Therefore, strengthening efficiency was proposed based on the experiment and yield line analysis result. The yield line theory which adopts the modified criteria of Johansen is considered to predict the ultimate strength about all strengthening material(Carbon Fiber Sheet, Carbon Fiber Rod, Grid Type Carbon Fiber).