plz see the MS word file attached below and suggest your valuable answer plz.
Dear Sir
Your supports are right.
You can model only quarter of your beam, by using symmetry, if the load is static.
The value of open shear transfer coefficient is between 0 and 1.0
The value of closed shear transfer coefficient is between 0 and 1.0
The value of closed shear transfer coefficient should be greater than the value of open shear transfer coefficient.
The stiffness of the cracked concrete depends on these two values. A value near 1.0 causes higher stiffness, this means low deflection and higher ultimate strength.
Please see these links:
https://www.sharcnet.ca/Software/Ansys/16.2.3/en-us/help/ans_thry/thy_el65.html
http://zzs.ujs.edu.cn/xbzkb/EN/abstract/abstract669.shtml
https://www.iasj.net/iasj?func=fulltext&aId=10106
Or you can check ANSYS help for more details.
Best wishes!
Dear Sir
Your supports are right.
You can model only quarter of your beam, by using symmetry, if the load is static.
The value of open shear transfer coefficient is between 0 and 1.0
The value of closed shear transfer coefficient is between 0 and 1.0
The value of closed shear transfer coefficient should be greater than the value of open shear transfer coefficient.
The stiffness of the cracked concrete depends on these two values. A value near 1.0 causes higher stiffness, this means low deflection and higher ultimate strength.
Please see these links:
https://www.sharcnet.ca/Software/Ansys/16.2.3/en-us/help/ans_thry/thy_el65.html
http://zzs.ujs.edu.cn/xbzkb/EN/abstract/abstract669.shtml
https://www.iasj.net/iasj?func=fulltext&aId=10106
Or you can check ANSYS help for more details.
Best wishes!
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