• Title/Summary/Keyword: abaqus

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A Fiber Model Based on Secondary Development of ABAQUS for Elastic-Plastic Analysis

  • Shi, Yan-Li;Li, Hua-Wei;Wang, Wen-Da;Hou, Chao
    • International journal of steel structures
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    • v.18 no.5
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    • pp.1560-1576
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    • 2018
  • With the aim to provide an efficient platform for the elastic-plastic analysis of steel structures, reinforced concrete (RC) structures and steel-concrete composite structures, a program iFiberLUT based on the fiber model was developed within the framework of ABAQUS. This program contains an ABAQUS Fiber Generator which can automatically divide the beam and column cross sections into fiber sections, and a material library which includes several concrete and steel uniaxial material models. The range of applications of iFiberLUT is introduced and its feasibility is verified through previously reported test data of individual structural members as well as planar steel frames, RC frames and composite frames subjected to various loadings. The simulation results indicate that the developed program is able to achieve high calculation accuracy and favorable convergence within a wide range of applications.

박판 연소관의 내경 축소 공정 해석

  • 리승훈;조대연;홍성인;윤수진
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 1997.04a
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    • pp.133-143
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    • 1997
  • In this paper, some of the critical factors in Necking-In process are investigated using a numerical analysis. The optimal processing parameters are established and applied to the actual processes. FEM analysis is carried out based on elastic-plastic work hardening model using ABAQUS/Standard. The results obtained from the commercially available code ABAQUS/Standard are compared with the experimental data and shows a good agreement with experimental data. The purpose of this paper is to search for the relations among the roller angle, feed length, and working force. Stress, strain distribution, displacement and increase in the length of the workpiece are also investigated.

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Analysis of crack growth by modified Gurson model (수정 Gurson 모델을 이용한 균열성장 해석)

  • Yang Seung-Yong;Goo Byeong-choon;Kim Jae-Hoon
    • Proceedings of the KSR Conference
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    • 2004.06a
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    • pp.702-709
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    • 2004
  • Modified Gurson model (Gurson-Tvergaard-Needleman model) was used to analyze crack growth in M(T) and C(T) specimens. A commercial finite element code ABAQUS/Explicit is used to account for total failure of material point by cavity coalescence, and crack growth was simulated by finite element extinction. Crack growth resistance curve was obtained by calculating J-integral. Crack growth under residual stress was investigated.

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유한요소법을 이용한 박판 연소관의 내경 축소 공정 해석

  • 리승훈;홍성인;윤수진
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 1997.04a
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    • pp.910-920
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    • 1997
  • In this paper, some of the critical factors in Necking-In process are investigated using a numerical analysis. The optimal processing parameters are established and applied to the actual processes. FEM analysis is carried out based on elastic-plastic work hardening model using ABAQUS / Standard. The results obtained form the commercially available code ABAQUS / standard are compared with the experimental data and shows a good agreement with experimental data. The purpose of this paper is to search for the relations among the roller angel, feed length, and working force. Stress, strain distribution, displacement and increase in the length of the workpiece are also investigated.

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Investigation of ship collision with floating pier structures

  • Chegenizadeh, Amin;Ghadimi, Behzad;Nikraz, Hamid
    • Coupled systems mechanics
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    • v.3 no.3
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    • pp.319-327
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    • 2014
  • This study investigated the collision of ships withfloating pier structures. The nature of the collision phenomenon is complex, and the understanding of it has developed through the modelling of offshore structures. ABAQUS software was used to investigate the collision phenomenon. The interaction between the ship and structural system was modelled, and the stress distribution both at thetime of collision and afterwardswasobserved and modelled. The strain energy absorption by different structural partswas calculated and comparisonswere made.

시스템공학연구소 보유 비선형 구조해석 S/W소개

  • 이재석
    • Computational Structural Engineering
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    • v.4 no.3
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    • pp.40-43
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    • 1991
  • 한국과학기술연구원(KIST)부설 시스템공학연구소(SERI)가 보유하여 일반 사용자들에게 공개하고 있는 구조해석 S/W/로는 ABAQUS, ADINA, BOPACE-3D, DYNA-3D, MSC/NASTRAN, DIS/ADLPIPE, SAP5, KISTRAS, NONSAP, MARC 등을 들 수 있다. 이들 중 DIS/ADLPIPE, SAP5, KISTRAS, NONSAP은 CDC CYBER 960-31에 설치되어 있고 MARC는 NAS AS/XLV50에 설치되어 있으며 나머지는 CRAY-25 슈퍼컴퓨터에 설치되어 있다. 본 고에서는 이들 중에서 CRAY-2S 슈퍼컴퓨터에 설치되어 있으며 다양한 비선형 구조해석기능을 가지고 있는 ABAQUS, ADINA, MSC/NASTRAN 및 DYNA-3D에 대하여 개요, 기능 및 사용방법을 간략히 소개하고저 한다.

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A Study on the Analysis of the Thermal Stress in Process of STS 304 TIG Welding (STS 304 TIG 용접시 발생하는 열응력 해석에 관한 연구)

  • 고준빈;최원두;이영호
    • Journal of Welding and Joining
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    • v.19 no.6
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    • pp.658-663
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    • 2001
  • Residual stress caused in the weldments with high restraint force are often during welding observed in the weldments of large size nozzles or radial tanks. The reason is that quantitative analysis about thermal stresses during welding is lack for this weldments. To verify FEM theory, the temperature was measured with thermocouple in a real time in this paper. Also analysis of the thermal stress for welding condition is performed by ABAQUS program package on various welding condition in STS butt welding.

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High-velocity impact of large caliber tungsten projectiles on ordinary Portland and calcium aluminate cement based HPSFRC and SIFCON slabs -Part II: numerical simulation and validation

  • Gulkan, P.;Korucu, H.
    • Structural Engineering and Mechanics
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    • v.40 no.5
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    • pp.617-636
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    • 2011
  • We present the numerical implementation, simulation, and validation of the high-velocity impact experiments that have been described in the companion article. In this part, numerical investigations and simulations performed to mimic the tests are presented. The experiments were analyzed by the explicit integration-based software ABAQUS for improved simulations. Targets were modeled with a damaged plasticity model for concrete. Computational results of residual velocity and crater dimensions yielded acceptable results.

Investigation of ship collision with floating pier structures

  • Chegenizadeh, Amin;Ghadimi, Behzad;Nikraz, Hamid
    • Interaction and multiscale mechanics
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    • v.7 no.1
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    • pp.563-571
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    • 2014
  • This study investigated the collision of ships withfloating pier structures. The nature of the collision phenomenon is complex, and the understanding of it has developed through the modelling of offshore structures. ABAQUS software was used to investigate the collision phenomenon. The interaction between the ship and structural system was modelled, and the stress distribution both at thetime of collision and afterwardswasobserved and modelled. The strain energy absorption by different structural partswas calculated and comparisonswere made.

Test and Analysis of a Turn-buckle for Tensile Force Measurement (인장력 측정용 턴버클의 실험 및 해석)

  • Lee, Swoo Heon;Shin, Kyung Jae
    • Journal of Korean Society of Steel Construction
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    • v.21 no.2
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    • pp.183-192
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    • 2009
  • A turn-buckle inserted between tension members sustaining structural loads in the suspension structure system is a device capable of adjusting the tensile force. However, it is difficult to measure the tensile force that is applied to the tension member with the use of a conventional turn-buckle. So a measurable turn-buckle for tensile force measurement has been developed to improve on such a problem. This study focuses on the prevention of a local yielding as well as the maximization of yielding load mentioned in previous studies. A new type of turn-buckle for the measurement to practical use is suggested over the tentative purpose. For this purpose, the ABAQUS analysis of specimens based on theoretical analysis and tests are carried out. The differences among the results of the theoretical analysis, ABAQUS analysis, and the test were insignificant.