نتایج جستجو برای: truss model

تعداد نتایج: 2106345  

2002
Gregory M. Odegard Lee M. Nicholson Kristopher E. Wise

A method has been proposed for developing structure-property relationships of nano-structured materials. This method serves as a link between computational chemistry and solid mechanics by substituting discrete molecular structures with equivalent-continuum models. It has been shown that this substitution may be accomplished by equating the molecular potential energy of a nano-structured materi...

Journal: :MATEC web of conferences 2021

Truss optimization has the goal of achieving savings in costs and material while maintaining structural characteristics. In this research a 10 bar truss was structurally optimized Rhino 6 using genetic algorithm method. Results from previous where sizing limited to only three different cross-sections were compared shape model which uses those cross-sections. Significant mass have been found whe...

2001
Gregory M. Odegard Thomas S. Gates Lee M. Nicholson Kristopher E. Wise

A method has been proposed for developing structure-property relationships of nano-structured materials. This method serves as a link between computational chemistry and solid mechanics by substituting discrete molecular structures with equivalent-continuum models. It has been shown that this substitution may be accomplished by equating the molecular potential energy of a nano-structured materi...

In this paper, a novel approach proposed for structural damage detection from limited number of sensors using extreme learning machine (ELM). As the number of sensors used to measure modal data is normally limited and usually are less than the number of DOFs in the finite element model, the model reduction approach should be used to match with incomplete measured mode shapes. The second-order a...

2004
L. Gaul H. Albrecht J. Wirnitzer

The present approach for vibration suppression of flexible structures is based on friction damping in semi-active joints. At optimal locations conventional rigid connections of a large truss structure are replaced by semi-active friction joints. Two different concepts for the control of the normal forces in the friction interfaces are implemented. In the first approach each semi-active joint ha...

2014
Zhenglei YU Tao XU Peng CHENG Wenjie ZUO Xue LIU Tatsuo YOSHINO

Nowadays, in the industrial environment of simulation-based design, optimization has been widely applied. This article illustrates that how truss structural frequency optimization problems is being solved by interior point trust region method (IPTRM). As a possible way, primal-dual interior point method could optimize the structure by multiple centrality modifications with trust region subprobl...

2005
Gengdong Cheng Jun Yan Shutian Liu

1. Abstract In this paper we study concurrent material and structural optimum design of hollow plate with truss-like material based on a micropolar continua representation. The optimization formulation has two classes of design variables, relative density and local aperture distribution of truss-like material, under the given total material volume constraints. Three different objectives, which ...

2004
D. P. TSAKIRIS

The nonholonomic motion planning problem is considered for a novel class of modular mobile manipulators, where each module is implemented as a planar parallel manipulator with idler wheels. This assembly is actuated by shape changes of its modules, which, under the in uence of the nonholonomic constraints on the wheels, induce a global snake{like motion of the assembly. The kinematics for a 2{ ...

2008
Myoung-Keun You Joo-Hong Kim Gi-Yong Song

The implementation of a high-level hardware verification system using Truss is presented in this paper. Teal is a C++ class library for functional verification and enables functional verification by providing connections to HDL signals and allowing actions based on changes in the HDL simulation. Truss is an implementation of an open-source verification infrastructure based on layer approach thr...

2008
Harry E. Williams

This paper presents a new way of determining the compatibility conditions for statically indeterminate trusses. It is based on equations relating the angular displacements (rotations) of truss elements to the corresponding extensions obtained by requiring the displacements of the truss structure to be compatible, i.e., single valued. This new angular displacement method is likely to be most adv...

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