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<title>کتاب مقدمه ای بر تحلیل اجزاء محدود با استفاده از نرم افزارهای MATLAB &amp; ABAQUS</title>
<link>http://catia2015.samenblog.com/کتاب-مقدمه-ای-بر-تحلیل-اجزاء-محدود-با-استفاده-از-نرم-افزارهای-matlab-amp-abaqus.html</link><category>matlab</category>
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<p style="text-align: justify;"><span style="font-family: tahoma,arial,helvetica,sans-serif; font-size: 10pt; color: rgb(0, 0, 0);"><strong>کتاب مقدمه ای بر تحلیل اجزاء محدود با استفاده از نرم افزارهای MATLAB &amp; ABAQUS، </strong>یکی
 از کتاب های مفید و کاربردی در زمینه تحلیل اجزاء محدود با استفاده از دو 
نرم افزار معروف متلب و آباکوس می باشد. این کتاب مشتمل بر 11 فصل، 487 
صفحه، به زبان انگلیسی روان، تایپ شده، به همراه تصاویر، روابط مهم ریاضی و
 فرمول های مهم اجزاء محدود، با فرمت PDF، به ترتیب زیر گردآوری شده است:</span></p><p style="text-align: left;"><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);"><strong>Chapter 1: Introduction</strong></span></p><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Prologue</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Finite Element Analysis and the User</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Aim of the Book</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Book Organization</span><p style="text-align: left;"><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);"><strong>Chapter 2: Bar Element</strong></span></p><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Introduction</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">One-Dimensional Truss Element</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Global Stiffness Matrix Assembly</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Boundary Conditions</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Solution of the System of Equations</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Support Reactions</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Members’ Forces</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Computer Code: truss.m</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Problems</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Analysis of a Simple Truss with Abaqus</span><p style="text-align: left;"><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);"><strong>Chapter 3:&nbsp;Beam Element</strong></span></p><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Introduction</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Stiffness Matrix</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Uniformly Distributed Loading</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Internal Hinge</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Computer Code: beam.m</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Problems</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Analysis of a Simple Beam with Abaqus</span><p style="text-align: left;"><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);"><strong>Chapter 4: Rigid Jointed Frames</strong></span></p><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Introduction</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Stiffness Matrix of a Beam–Column Element</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Stiffness Matrix of a Beam–Column Element in the Presence of Hinged End</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Global and Local Coordinate Systems</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Global Stiffness Matrix Assembly and Solution for Unknown Displacements</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Computer Code: frame.m</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Analysis of a Simple Frame with Abaqus</span><p style="text-align: left;"><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);"><strong>Chapter 5: Stress and Strain Analysis</strong></span></p><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Introduction</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Stress Tensor</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Deformation and Strain</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Stress–Strain Constitutive Relations</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Solved Problems</span><p style="text-align: left;"><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);"><strong>Chapter 6: Weighted Residual Methods</strong></span></p><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Introduction</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">General Formulation</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Galerkin Method</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Weak Form</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Integrating by Part over Two and Three Dimensions (Green Theorem)</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Rayleigh Ritz Method</span><p style="text-align: left;"><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);"><strong>Chapter 7: Finite Element Approximation</strong></span></p><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Introduction</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">General and Nodal Approximations</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Finite Element Approximation</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Basic Principles for the Construction of Trial Functions</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Two-Dimensional Finite Element Approximation</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Shape Functions of Some Classical Elements for C0 Problems</span><p style="text-align: left;"><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);"><strong>Chapter 8: Numerical Integration</strong></span></p><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Introduction</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Gauss Quadrature</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Integration over a Reference Element</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Integration over a Triangular Element</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Solved Problems</span><p style="text-align: left;"><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);"><strong>Chapter 9: Plane Problems</strong></span></p><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Introduction</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Finite Element Formulation for Plane Problems</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Spatial Discretization</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Constant Strain Triangle</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Linear Strain Triangle</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">The Bilinear Quadrilateral</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">The 8-Node Quadrilateral</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Solved Problem with MATLAB</span><p style="text-align: left;"><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);"><strong>Chapter 10: Axisymmetric Problems</strong></span></p><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Definition</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Strain–Displacement Relationship</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Stress–Strain Relations</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Finite Element Formulation</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Programming</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Analysis with Abaqus Using the 8-Node Quadrilateral</span><p style="text-align: left;"><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);"><strong>Chapter 11: Thin and Thick Plates</strong></span></p><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Introduction</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Thin Plates</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Thick Plate Theory or Mindlin Plate Theory</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Linear Elastic Finite Element Analysis of Plates</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Boundary Conditions</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Computer Program for Thick Plates Using the 8-Node Quadrilateral</span><span style="font-family: times new roman,times; font-size: 12pt; color: rgb(0, 0, 0);">Analysis with Abaqus</span><p style="text-align: center;"><span style="color: rgb(0, 0, 0);"><img width="407" height="600" src="http://cdn.persiangig.com/preview/4VT8sw8IXg/large/Introduction%20to%20Finite%20Element%20Analysis%20Using%20MATLAB%20and%20ABAQUS.jpg" /></span></p><span style="font-family: tahoma,arial,helvetica,sans-serif; font-size: 10pt; color: rgb(0, 0, 0);">جهت <strong>دانلود کتاب مقدمه ای بر تحلیل اجزاء محدود با استفاده از نرم افزارهای MATLAB &amp; ABAQUS </strong>بر لینک زیر کلیک نمایید:<br /></span><font size="3">کتاب مقدمه ای بر تحلیل اجزاء محدود با استفاده از نرم افزارهای MATLAB &amp; ABAQUS</font><br />




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<pubDate>Mon, 22 Aug 2016 07:07:51 GMT</pubDate>
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