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ผู้แต่ง |
Logan, Daryl L | ชื่อเรื่อง |
A first course in the finite element method / Daryl L.Logan | ISBN |
053-438-517-6
| ISBN |
978-053-43-8517-0
| พิมพ์ลักษณ์ |
Pacific Grove, CA : Brooks/Cole, c2002 | เลขเรียก |
620 LA | เลขหมู่ |
TA347.F5 L64 2002 | ครั้งที่พิมพ์ |
3rd ed | ลักษณะทางกายภาพ |
xvi, 696 p. : ill. ; 25 cm 720 | หมายเหตุ |
Rev. ed. of: A first course in the finite element methodusing algor. 2000 | หมายเหตุ |
Contents: Brief History -- Introduction to Matrix Notation -- Role of the Computer -- General Steps of the Finite Element Method -- Applications of the Finite Element Method -- Advantages of the Finite Element Method -- Computer Programs for the Finite Element Method -- Definition of the Stiffness Matrix -- Derivation of theStiffness Matrix for a Spring Element -- Example of a Spring Assemblage -- Assembling the Total Stiffness Matrix by Superposition (Direct Stiffness Method) -- Boundary Conditions -- Potential Energy Approach to Derive Spring Element Equations -- Development of Truss Equations -- Derivation of the Stiffness Matrix for a BarElement in Local Coordinates -- Selecting Approximation Functions for Displacements -- Transformation of Vectors in Two Dimensions -- Global Stiffness Matrix -- Computation of Stress for a Bar in the x-y Plane -- Solution of a Plane Truss -- Transformation Matrix and Stiffness Matrix for a Bar in Three-Dimensional Space -- Use of Symmetry in Structure -- Inclined, or Skewed, Supports -- Potential Energy Approach to Derive Bar Element Equations -- Comparison of Finite Element Solution to Exact Solution for Bar -- Galerkin^'s ResidualMethod and Its Application to a One-Dimensional Bar -- Development of Beam Equations -- Beam Stiffness -- Example of Assemblage of Beam Stiffness Matrices -- Examples of Beam Analysis Using the Direct Stiffness Method -- Distributed Loading -- Comparison of the Finite Element Solution to the Exact Solution for a Beam -- Beam Element with Nodal Hinge | หัวเรื่อง |
Finite element method | ผู้แต่งร่วม |
Logan, Daryl L. First course in the finite element methodusing algor |
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