<?xml version="1.0" encoding="UTF-8"?>
<rss version="2.0" xmlns:content="http://purl.org/rss/1.0/modules/content/" xmlns:dc="http://purl.org/dc/elements/1.1/">
	<channel>
		<title><![CDATA[Computer Aided Engineering Journal &#x26; Forums - Finite Element Software: Ansys]]></title>
		<link>http://caejournal.com/</link>
		<description><![CDATA[Computer Aided Engineering Journal &#x26; Forums - http://caejournal.com]]></description>
		<pubDate>Thu, 09 Sep 2010 20:27:00 +0000</pubDate>
		<generator>MyBB</generator>
		<item>
			<title><![CDATA[ANSYS Structural Analysis Guide]]></title>
			<link>http://caejournal.com/showthread.php?tid=282</link>
			<pubDate>Tue, 01 Jun 2010 11:01:22 -0600</pubDate>
			<guid isPermaLink="false">http://caejournal.com/showthread.php?tid=282</guid>
			<description><![CDATA[Here is an excellent ANSYS guide.<br />
<a href="http://uic.edu/depts/accc/software/ansys/html/guide_55/g-str/GSTRToc.htm" target="_blank"><span style="text-decoration: underline;"><span style="font-weight: bold;">LINK</span></span></a><br />
<br />
<blockquote><cite>Quote:</cite><span style="font-weight: bold;">Table of Contents:</span><br />
<span style="font-weight: bold;">1 Overview of Structural Analyses</span><br />
<span style="font-weight: bold;">2 Structural Static Analysis</span><br />
            2.1 Definition of Static Analysis<br />
            2.2 Loads in a Static Analysis<br />
            2.3 Linear vs. Nonlinear Static Analyses<br />
            2.4 Commands Used in a Static Analysis<br />
            2.5 Overview of Steps in a Static Analysis<br />
            2.6 A Sample Static Analysis (GUI Method)<br />
            2.7 A Sample Static Analysis (Command or Batch Method)<br />
            2.8 Where to Find Other Examples<br />
            2.9 Calculating Inertia Relief<br />
<span style="font-weight: bold;">3 Modal Analysis</span><br />
            3.1 Definition of Modal Analysis<br />
            3.2 Uses for Modal Analysis<br />
            3.3 Commands Used in a Modal Analysis<br />
            3.4 Overview of Steps in a Modal Analysis<br />
            3.5 A Sample Modal Analysis (GUI Method)<br />
            3.6 A Sample Modal Analysis (Command or Batch Method)<br />
            3.7 Where to Find Other Examples<br />
            3.8 Prestressed Modal Analysis<br />
            3.9 Prestressed Modal Analysis of a Large Deflection Solution<br />
            3.10 Modal Analysis of a Cyclically Symmetric Structure<br />
            3.11 Mode Extraction Methods<br />
            3.12 Matrix Reduction<br />
<span style="font-weight: bold;">4 Harmonic Response Analysis</span><br />
            4.1 Definition of Harmonic Response Analysis<br />
            4.2 Uses for Harmonic Response Analysis<br />
            4.3 Commands Used in a Harmonic Response Analysis<br />
            4.4 The Three Solution Methods<br />
            4.5 How to Do Harmonic Response Analysis<br />
            4.6 Sample Harmonic Response Analysis (GUI Method)<br />
           4.7 Sample Harmonic Response Analysis (Command or Batch Method)<br />
            4.8 Where to Find Other Examples<br />
            4.9 Reduced Harmonic Response Analysis<br />
            4.10 Other Analysis Details<br />
<span style="font-weight: bold;">5 Transient Dynamic Analysis</span><br />
            5.1 Definition of Transient Dynamic Analysis<br />
            5.2 Commands Used in a Transient Dynamic Analysis<br />
            5.3 Preparing for a Transient Dynamic Analysis<br />
            5.4 The Three Solution Methods<br />
            5.5 How to Do a Transient Dynamic Analysis<br />
            5.6 Reduced Transient Dynamic Analysis<br />
            5.7 Sample Transient Dynamic Analysis (GUI Method)<br />
            5.8 A Sample Transient Dynamic Analysis (Command or Batch Method)<br />
            5.9 Where to Find Other Examples<br />
            5.10 Mode Superposition Transient Dynamic Analysis<br />
            5.11 Prestressed Transient Dynamic Analysis<br />
            5.12 Other Analysis Details<br />
<span style="font-weight: bold;">6 Spectrum Analysis</span><br />
            6.1 Definition of Spectrum Analysis<br />
            6.2 What is a Spectrum?<br />
            6.3 Commands Used in a Spectrum Analysis<br />
            6.4 Steps in a Single-point Response Spectrum (SPRS) Analysis<br />
            6.5 Sample Spectrum Analysis (GUI Method)<br />
            6.6 Sample Spectrum Analysis (Command or Batch Method)<br />
            6.7 Where to Find Other Examples<br />
            6.8 How to Do a Random Vibration (PSD) Analysis<br />
            6.9 How to Do DDAM Spectrum Analysis<br />
            6.10 How to Do Multi-point Response Spectrum (MPRS) Analysis<br />
<span style="font-weight: bold;">7 Buckling Analysis</span><br />
            7.1 Definition of Buckling Analysis<br />
            7.2 Types of Buckling Analyses<br />
            7.3 Commands Used in a Buckling Analysis<br />
            7.4 Procedure for Nonlinear Buckling Analysis<br />
            7.5 Procedure for Eigenvalue Buckling Analysis<br />
            7.6 Sample Buckling Analysis (GUI Method)<br />
<span style="font-weight: bold;">8 Nonlinear Structural Analysis</span><br />
            8.1 What is Structural Nonlinearity?<br />
            8.2 Using Geometric Nonlinearities<br />
            8.3 Modeling Material Nonlinearities<br />
            8.4 Running a Nonlinear Analysis in ANSYS<br />
            8.5 Sample Nonlinear Analysis (GUI Method)<br />
            8.6 Sample Nonlinear Analysis (Command or Batch Method)<br />
            8.7 Where to Find Other Examples<br />
            8.8 Doing a Nonlinear Transient Analysis<br />
            8.9 Sample Input<br />
            8.10 Restarts<br />
            8.11 Using Nonlinear (Changing-Status) Elements<br />
            8.12 Tips and Guidelines for Nonlinear Analysis<br />
<span style="font-weight: bold;">9 Contact</span><br />
            9.1 Contact Overview<br />
            9.2 General Contact Classification<br />
            9.3 ANSYS Contact Capabilities<br />
            9.4 Performing a Surface-to-Surface Contact Analysis<br />
            9.5 Performing a Node-to-Surface Contact Analysis<br />
            9.6 Performing a Node-to-Node Contact Analysis<br />
<span style="font-weight: bold;">10 Fracture Mechanics</span><br />
            10.1 Definition of Fracture Mechanics<br />
            10.2 Solving Fracture Mechanics Problems<br />
<span style="font-weight: bold;">11 Composites</span><br />
            11.1 Definition of Composites<br />
            11.2 Modeling Composites<br />
<span style="font-weight: bold;">12 Fatigue</span><br />
            12.1 Definition of Fatigue<br />
            12.2 Doing a Fatigue Evaluation<br />
<span style="font-weight: bold;">13 p-Method Structural Static Analysis</span><br />
            13.1 Definition of p-Method Analysis<br />
            13.2 Benefits of Using the p-Method<br />
            13.3 Using the p-Method<br />
            13.4 Sample p-Method Analysis (GUI Method)<br />
            13.5 Sample p-Method Analysis (Command or Batch Method)<br />
<span style="font-weight: bold;">14 Explicit Dynamics Analysis</span><br />
            14.1 Overview of ANSYS/LS-DYNA Explicit Dynamics<br />
            14.2 Commands Used in an Explicit Dynamics Analysis<br />
            14.3 Overview of Steps in an Explicit Dynamics Analysis<br />
            14.4 Where to Find Explicit Dynamics Example Problems<br />
            14.5 Sequential Solutions<br />
            14.6 Additional Information</blockquote>
]]></description>
			<content:encoded><![CDATA[Here is an excellent ANSYS guide.<br />
<a href="http://uic.edu/depts/accc/software/ansys/html/guide_55/g-str/GSTRToc.htm" target="_blank"><span style="text-decoration: underline;"><span style="font-weight: bold;">LINK</span></span></a><br />
<br />
<blockquote><cite>Quote:</cite><span style="font-weight: bold;">Table of Contents:</span><br />
<span style="font-weight: bold;">1 Overview of Structural Analyses</span><br />
<span style="font-weight: bold;">2 Structural Static Analysis</span><br />
            2.1 Definition of Static Analysis<br />
            2.2 Loads in a Static Analysis<br />
            2.3 Linear vs. Nonlinear Static Analyses<br />
            2.4 Commands Used in a Static Analysis<br />
            2.5 Overview of Steps in a Static Analysis<br />
            2.6 A Sample Static Analysis (GUI Method)<br />
            2.7 A Sample Static Analysis (Command or Batch Method)<br />
            2.8 Where to Find Other Examples<br />
            2.9 Calculating Inertia Relief<br />
<span style="font-weight: bold;">3 Modal Analysis</span><br />
            3.1 Definition of Modal Analysis<br />
            3.2 Uses for Modal Analysis<br />
            3.3 Commands Used in a Modal Analysis<br />
            3.4 Overview of Steps in a Modal Analysis<br />
            3.5 A Sample Modal Analysis (GUI Method)<br />
            3.6 A Sample Modal Analysis (Command or Batch Method)<br />
            3.7 Where to Find Other Examples<br />
            3.8 Prestressed Modal Analysis<br />
            3.9 Prestressed Modal Analysis of a Large Deflection Solution<br />
            3.10 Modal Analysis of a Cyclically Symmetric Structure<br />
            3.11 Mode Extraction Methods<br />
            3.12 Matrix Reduction<br />
<span style="font-weight: bold;">4 Harmonic Response Analysis</span><br />
            4.1 Definition of Harmonic Response Analysis<br />
            4.2 Uses for Harmonic Response Analysis<br />
            4.3 Commands Used in a Harmonic Response Analysis<br />
            4.4 The Three Solution Methods<br />
            4.5 How to Do Harmonic Response Analysis<br />
            4.6 Sample Harmonic Response Analysis (GUI Method)<br />
           4.7 Sample Harmonic Response Analysis (Command or Batch Method)<br />
            4.8 Where to Find Other Examples<br />
            4.9 Reduced Harmonic Response Analysis<br />
            4.10 Other Analysis Details<br />
<span style="font-weight: bold;">5 Transient Dynamic Analysis</span><br />
            5.1 Definition of Transient Dynamic Analysis<br />
            5.2 Commands Used in a Transient Dynamic Analysis<br />
            5.3 Preparing for a Transient Dynamic Analysis<br />
            5.4 The Three Solution Methods<br />
            5.5 How to Do a Transient Dynamic Analysis<br />
            5.6 Reduced Transient Dynamic Analysis<br />
            5.7 Sample Transient Dynamic Analysis (GUI Method)<br />
            5.8 A Sample Transient Dynamic Analysis (Command or Batch Method)<br />
            5.9 Where to Find Other Examples<br />
            5.10 Mode Superposition Transient Dynamic Analysis<br />
            5.11 Prestressed Transient Dynamic Analysis<br />
            5.12 Other Analysis Details<br />
<span style="font-weight: bold;">6 Spectrum Analysis</span><br />
            6.1 Definition of Spectrum Analysis<br />
            6.2 What is a Spectrum?<br />
            6.3 Commands Used in a Spectrum Analysis<br />
            6.4 Steps in a Single-point Response Spectrum (SPRS) Analysis<br />
            6.5 Sample Spectrum Analysis (GUI Method)<br />
            6.6 Sample Spectrum Analysis (Command or Batch Method)<br />
            6.7 Where to Find Other Examples<br />
            6.8 How to Do a Random Vibration (PSD) Analysis<br />
            6.9 How to Do DDAM Spectrum Analysis<br />
            6.10 How to Do Multi-point Response Spectrum (MPRS) Analysis<br />
<span style="font-weight: bold;">7 Buckling Analysis</span><br />
            7.1 Definition of Buckling Analysis<br />
            7.2 Types of Buckling Analyses<br />
            7.3 Commands Used in a Buckling Analysis<br />
            7.4 Procedure for Nonlinear Buckling Analysis<br />
            7.5 Procedure for Eigenvalue Buckling Analysis<br />
            7.6 Sample Buckling Analysis (GUI Method)<br />
<span style="font-weight: bold;">8 Nonlinear Structural Analysis</span><br />
            8.1 What is Structural Nonlinearity?<br />
            8.2 Using Geometric Nonlinearities<br />
            8.3 Modeling Material Nonlinearities<br />
            8.4 Running a Nonlinear Analysis in ANSYS<br />
            8.5 Sample Nonlinear Analysis (GUI Method)<br />
            8.6 Sample Nonlinear Analysis (Command or Batch Method)<br />
            8.7 Where to Find Other Examples<br />
            8.8 Doing a Nonlinear Transient Analysis<br />
            8.9 Sample Input<br />
            8.10 Restarts<br />
            8.11 Using Nonlinear (Changing-Status) Elements<br />
            8.12 Tips and Guidelines for Nonlinear Analysis<br />
<span style="font-weight: bold;">9 Contact</span><br />
            9.1 Contact Overview<br />
            9.2 General Contact Classification<br />
            9.3 ANSYS Contact Capabilities<br />
            9.4 Performing a Surface-to-Surface Contact Analysis<br />
            9.5 Performing a Node-to-Surface Contact Analysis<br />
            9.6 Performing a Node-to-Node Contact Analysis<br />
<span style="font-weight: bold;">10 Fracture Mechanics</span><br />
            10.1 Definition of Fracture Mechanics<br />
            10.2 Solving Fracture Mechanics Problems<br />
<span style="font-weight: bold;">11 Composites</span><br />
            11.1 Definition of Composites<br />
            11.2 Modeling Composites<br />
<span style="font-weight: bold;">12 Fatigue</span><br />
            12.1 Definition of Fatigue<br />
            12.2 Doing a Fatigue Evaluation<br />
<span style="font-weight: bold;">13 p-Method Structural Static Analysis</span><br />
            13.1 Definition of p-Method Analysis<br />
            13.2 Benefits of Using the p-Method<br />
            13.3 Using the p-Method<br />
            13.4 Sample p-Method Analysis (GUI Method)<br />
            13.5 Sample p-Method Analysis (Command or Batch Method)<br />
<span style="font-weight: bold;">14 Explicit Dynamics Analysis</span><br />
            14.1 Overview of ANSYS/LS-DYNA Explicit Dynamics<br />
            14.2 Commands Used in an Explicit Dynamics Analysis<br />
            14.3 Overview of Steps in an Explicit Dynamics Analysis<br />
            14.4 Where to Find Explicit Dynamics Example Problems<br />
            14.5 Sequential Solutions<br />
            14.6 Additional Information</blockquote>
]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[ANSYS 11 64biti to CentOS64biti]]></title>
			<link>http://caejournal.com/showthread.php?tid=269</link>
			<pubDate>Sat, 10 Apr 2010 11:34:07 -0600</pubDate>
			<guid isPermaLink="false">http://caejournal.com/showthread.php?tid=269</guid>
			<description><![CDATA[Hi all,<br />
<br />
Have somebody installed ANSYS11 64biti on CentOS 64biti?<br />
<br />
Thanks in advance for answer.<br />
<br />
Best regards.]]></description>
			<content:encoded><![CDATA[Hi all,<br />
<br />
Have somebody installed ANSYS11 64biti on CentOS 64biti?<br />
<br />
Thanks in advance for answer.<br />
<br />
Best regards.]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[Ease of use]]></title>
			<link>http://caejournal.com/showthread.php?tid=260</link>
			<pubDate>Tue, 02 Feb 2010 14:38:06 -0700</pubDate>
			<guid isPermaLink="false">http://caejournal.com/showthread.php?tid=260</guid>
			<description><![CDATA[What are your views on how Ansys is improving the ease of use of its technology?]]></description>
			<content:encoded><![CDATA[What are your views on how Ansys is improving the ease of use of its technology?]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[Modelling masonry in ANSYS Workbench Multiphysiscs]]></title>
			<link>http://caejournal.com/showthread.php?tid=154</link>
			<pubDate>Mon, 18 May 2009 08:16:28 -0600</pubDate>
			<guid isPermaLink="false">http://caejournal.com/showthread.php?tid=154</guid>
			<description><![CDATA[Hello! I'm try to make a nonlinear analysis in <span style="text-decoration: underline;">ANSYS Workbench</span> of a masonry arch. I made my model from solid to define the bricks and mortar joints. To each one i assigned specific material properties (eg. load-displacement curve) which i have them from an experimental model. I couldn't obtained a good result in this hypothesis (nonlinear behavior). There is anybody which did this kind of analysis on masonry? or something like that ( to obtain an non-linear behavior of masonry model)?<br />
I thank you all!]]></description>
			<content:encoded><![CDATA[Hello! I'm try to make a nonlinear analysis in <span style="text-decoration: underline;">ANSYS Workbench</span> of a masonry arch. I made my model from solid to define the bricks and mortar joints. To each one i assigned specific material properties (eg. load-displacement curve) which i have them from an experimental model. I couldn't obtained a good result in this hypothesis (nonlinear behavior). There is anybody which did this kind of analysis on masonry? or something like that ( to obtain an non-linear behavior of masonry model)?<br />
I thank you all!]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[ANSYS tutorials and example problems]]></title>
			<link>http://caejournal.com/showthread.php?tid=100</link>
			<pubDate>Thu, 12 Feb 2009 08:49:06 -0700</pubDate>
			<guid isPermaLink="false">http://caejournal.com/showthread.php?tid=100</guid>
			<description><![CDATA[Here it is. from Cornell.<br />
<span style="font-weight: bold;"><span style="text-decoration: underline;"><a href="http://courses.cit.cornell.edu/ansys/index.htm" target="_blank">ANSYS short course</a></span></span>]]></description>
			<content:encoded><![CDATA[Here it is. from Cornell.<br />
<span style="font-weight: bold;"><span style="text-decoration: underline;"><a href="http://courses.cit.cornell.edu/ansys/index.htm" target="_blank">ANSYS short course</a></span></span>]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[Unofficial ANSYS doc for MEnet Machines]]></title>
			<link>http://caejournal.com/showthread.php?tid=51</link>
			<pubDate>Wed, 03 Dec 2008 11:14:20 -0700</pubDate>
			<guid isPermaLink="false">http://caejournal.com/showthread.php?tid=51</guid>
			<description><![CDATA[i found a nice documentation on ANSYS for MEnet Machines <span style="text-decoration: underline;"><a href="http://www.me.umn.edu/~langlais/UMN/ANSYS/ANSYS-HOWTO.html" target="_blank">here</a></span>. of course its not mine. <img src="http://caejournal.com/images/smilies/wink.gif" style="vertical-align: middle;" border="0" alt="Wink" title="Wink" /> credit goes to that author.]]></description>
			<content:encoded><![CDATA[i found a nice documentation on ANSYS for MEnet Machines <span style="text-decoration: underline;"><a href="http://www.me.umn.edu/~langlais/UMN/ANSYS/ANSYS-HOWTO.html" target="_blank">here</a></span>. of course its not mine. <img src="http://caejournal.com/images/smilies/wink.gif" style="vertical-align: middle;" border="0" alt="Wink" title="Wink" /> credit goes to that author.]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[Help in NVH]]></title>
			<link>http://caejournal.com/showthread.php?tid=50</link>
			<pubDate>Wed, 03 Dec 2008 11:03:42 -0700</pubDate>
			<guid isPermaLink="false">http://caejournal.com/showthread.php?tid=50</guid>
			<description><![CDATA[can somebody help me in NVH...<br />
What is NVH and parameters to measure it...<br />
I am a user of ANSYS and RADIOSS(HM).]]></description>
			<content:encoded><![CDATA[can somebody help me in NVH...<br />
What is NVH and parameters to measure it...<br />
I am a user of ANSYS and RADIOSS(HM).]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[Optimization ?]]></title>
			<link>http://caejournal.com/showthread.php?tid=34</link>
			<pubDate>Sun, 16 Nov 2008 11:47:51 -0700</pubDate>
			<guid isPermaLink="false">http://caejournal.com/showthread.php?tid=34</guid>
			<description><![CDATA[Can Ansys do optimization..like for small problems?<br />
I need to change the materials properties and slight changes in the geometry and would like to look at the deflection on a composite (shell99) beam model.<br />
<br />
could someone give me a primer on this. thanks]]></description>
			<content:encoded><![CDATA[Can Ansys do optimization..like for small problems?<br />
I need to change the materials properties and slight changes in the geometry and would like to look at the deflection on a composite (shell99) beam model.<br />
<br />
could someone give me a primer on this. thanks]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[Composite material orientation]]></title>
			<link>http://caejournal.com/showthread.php?tid=12</link>
			<pubDate>Mon, 10 Nov 2008 15:46:38 -0700</pubDate>
			<guid isPermaLink="false">http://caejournal.com/showthread.php?tid=12</guid>
			<description><![CDATA[Does anyone know how to specify the orientation for composite in ansys. how do i know the stacking/normal direction is in the way i expect it to be? <br />
<br />
help please. thank you]]></description>
			<content:encoded><![CDATA[Does anyone know how to specify the orientation for composite in ansys. how do i know the stacking/normal direction is in the way i expect it to be? <br />
<br />
help please. thank you]]></content:encoded>
		</item>
	</channel>
</rss>