On Thu, Dec 15, 2011 at 9:32 PM, Benjamin Root wrote:
>
> On Thu, Dec 15, 2011 at 3:18 PM, Alex Naysmith wrote:
>
>>
>>
>> On Tue, Dec 13, 2011 at 7:12 PM, Alex Naysmith
>> wrote:
>>
>>>
>>>
>>> On Mon, Dec 12, 2011 at 7:03 PM, Benjamin Root wrote:
>>>
On Sat, Dec 10, 2011 at 10:36 AM, Ale
On Thu, Dec 15, 2011 at 3:18 PM, Alex Naysmith wrote:
>
>
> On Tue, Dec 13, 2011 at 7:12 PM, Alex Naysmith wrote:
>
>>
>>
>> On Mon, Dec 12, 2011 at 7:03 PM, Benjamin Root wrote:
>>
>>> On Sat, Dec 10, 2011 at 10:36 AM, Alex Naysmith >> > wrote:
>>>
Hello,
I'm trying to plot the st
On Tue, Dec 13, 2011 at 7:12 PM, Alex Naysmith wrote:
>
>
> On Mon, Dec 12, 2011 at 7:03 PM, Benjamin Root wrote:
>
>> On Sat, Dec 10, 2011 at 10:36 AM, Alex Naysmith
>> wrote:
>>
>>> Hello,
>>>
>>> I'm trying to plot the stresses in colour of a strained isoparametric
>>> element.
>>>
>>> I have
On Mon, Dec 12, 2011 at 7:03 PM, Benjamin Root wrote:
> On Sat, Dec 10, 2011 at 10:36 AM, Alex Naysmith
> wrote:
>
>> Hello,
>>
>> I'm trying to plot the stresses in colour of a strained isoparametric
>> element.
>>
>> I have a six noded triangle with vertice coordinates
>> [(xa1,ya1),(xa2,ya2),
On Sat, Dec 10, 2011 at 10:36 AM, Alex Naysmith wrote:
> Hello,
>
> I'm trying to plot the stresses in colour of a strained isoparametric
> element.
>
> I have a six noded triangle with vertice coordinates
> [(xa1,ya1),(xa2,ya2),(xa3,ya3)] = pos_a
>
> This triangle deforms and the new coordinate p
Hello,
I'm trying to plot the stresses in colour of a strained isoparametric
element.
I have a six noded triangle with vertice coordinates
[(xa1,ya1),(xa2,ya2),(xa3,ya3)] = pos_a
This triangle deforms and the new coordinate positions are
[(xb1,yb1),(xa2,yb2),(xb3,yb3)] = pos_b
The remaining nod
