iraj4u's blog
transient analysis problem in ANSYS
Submitted by iraj4u on Fri, 2008-04-18 05:56.i have problem in IMPACT load on beam , whatever is there i mentioned below
i have load (kips) vs time (sec)
at time =0 , load=0
at time =0.006 , load=5.9
at time 0.056 , load=0
i use funtion editor by linear eqution Y=aX+b
i could not accurate result because of interpolations in ANSYS is differance then the MATHEMATICS. like
As per ANSYS
Time Force
0 0
FEM Analysis of Composite plate girder Bridge
Submitted by iraj4u on Wed, 2008-04-09 08:15.hello friend,
my self jignesh patel, give some guide about the construction stage analysis of composite section.How to appy live load (movind load) in Construcion stage Analysis.
plz reply me if know abt the content.
thanks
how can add DOF in BEAM and SHELL element in ANSYS11.0
Submitted by iraj4u on Wed, 2008-04-09 07:51.hi friends
thanks to ream my problem.
just i want to how can add DOF like TEMP in BEAM and SHELL elemnt in ANSYS11.0
u have any idea about that please send to me , i have trouble for ADD TEMP......
IS there Possible for transient analysis for Time vs Temperature for BEAM and SHELL ELEMENT.
related to thermal analysis
Submitted by iraj4u on Tue, 2008-04-08 12:28.hello friend
my self raj .
in the beam and shell element " thermal OR temparature vs time" transient analysis possible ?
i have four story building model , if apply a temprature vs time history at second floor then can i find out the each floor tempreture at each time steps ? due to thats also find out the strees and moment or force at each node due to elongation of beam sheel element due to temparature incraese.
problem in full transient analysis
Submitted by iraj4u on Thu, 2008-03-27 06:41.hi friends
i have problem in full transient analysis in ANSYS 11.0
kindly give me solution.
i have data .....
BEAM FOR IMPACT LOAD
lenth=144 inch
area=120 sq inch
moment of inrtia=1000 inch rest to four
depth=10 inch
elastic modulas=3605 kips per sq inch
density of material=8.6805E-5 kips per cubic inch
FOR SOLUTION..(force 23.8 kips is linearly decreases from time = 0 to 0.042 at centre of the beam)
at time = 0 sec , force = -23.8 kips
at time = 0.042sec , force =0 kips
time increament = 0.002 sec
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