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Featured researches published by Daiji Fujii.


Computers & Structures | 1997

A finite element analysis of discontinuous thin-walled beams considering nonuniform shear warping deformation

Seong-Whan Park; Daiji Fujii; Yoshinobu Fujitani

Abstract The general displacement field of thin-walled section beams considering the uniform and nonuniform shear warping deformation is proposed by using step-by-step application of St Venants semi-inverse method. For the analysis of the general flexural-torsional response on the unsymmetrical section beams, a C 1 -continuous finite element using boundary element contraction technique is formulated and applied. With Pedersens idea G. A. Gunnlaugsson and P. T. Pedersen, Comput. Struct. 15 , 691–699 (1982); P. T. Pedersen, J. Ship Res. 35 , 254–264, (1991) [1, 2] for the compatibility condition of the warping discontinuity, it is verified that the developed beam model is very effective and useful in evaluating the additional deflection and stress concentration due to shear warping even for discontinuously variable section beam problems.


Journal of Applied Mechanics | 2001

A study on plate bending analysis using overlaying mesh method

Shogo Nakasumi; Katsuyuki Suzuki; Daiji Fujii; Hideomi Ohtsubo

In this paper, the plate bending analysis using overlaying mesh method is presented. In general, when the plate bending problem is analyzed based on the Mindlin-Reissner theory, the reduced integration method is used to prevent the shear locking phenomenon. However, in the overlaying mesh method, the effectiveness of the reduced integration is lost because the integration points are increased by the overlaying local mesh. Therefore, the shear locking phenomenon cannot be prevented by using the regular reduced integration method when the overlaying mesh method is used. The object of this paper is to propose the effective method to solve this problem. In the present method, the interaction stiffness for shear is neglected. However, the interaction of the shear stiffness between the global model and the local model does not lose, because the influence of the shear stiffness is transmitted each other through the pure bending stiffness. Some examples are shown to demonstrate the effectiveness of the present method.


Transactions of the Japan Society of Mechanical Engineers. A | 2002

An Elastic and Elasto-Plastic Mixed Analysis Using Overlaying Mesh Method.

Shogo Nakasumi; Katsuyuki Suzuki; Daiji Fujii; Hideomi Ohtsubo


Journal of Structural and Construction Engineering (transactions of Aij) | 2000

TOPOLOGY OPTIMIZATION OF COMPLIANT MECHANISMS USING THE HOMOGENIZATION DESIGN METHOD

Daiji Fujii; Susumu Ejima; Noboru Kikuchi


Journal of Structural and Construction Engineering (transactions of Aij) | 2004

225 Optimum Reinforcement of Floor Slab by CFRP using Topology Optimization Method

Kyoichi Nakagawa; Daiji Fujii; Tsuyoshi Morimura


Journal of Structural and Construction Engineering (transactions of Aij) | 2001

FILTERING METHOD FOR TOPOLOGY OPTIMIZATION ANALYSIS USING OPTIMALITY CRITERIA METHOD

Daiji Fujii; Katsuyuki Suzuki; Hideomi Ohtsubo


Journal of Structural and Construction Engineering (transactions of Aij) | 2016

TOPOLOGY OPTIMIZATION OF FRAME STRUCTURES USING ESO METHOD AND GROUND STRUCTURE METHOD

Kenji Kosaka; Shinya Matsumoto; Daiji Fujii


Journal of Structural and Construction Engineering (transactions of Aij) | 2008

COMPUTATIONAL MORPHOGENESIS OF BUILDING STRUCTURE USING GROUND STRUCTURE APPROACH

Daiji Fujii; Masatoshi Manabe; Toyofumi Takada


Aij Journal of Technology and Design | 2008

A STUDY ON STRUCTURE CHECKS EXAMINATION TECHNOLOGY-A systematization and verification in the rigid examination-

Takuya Kitamoto; Daiji Fujii


Journal of Structural and Construction Engineering (transactions of Aij) | 2005

CREATION OF LINK MECHANISMS USING TOPOLOGY OPTIMIZATION METHOD OF FRAME

Daiji Fujii; Takuya Harada; Yuichi Hirata

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