Containment Structures and Crack Width
Containment Structures and Crack Width
(OP)
I am researching in seismic design of RC containment strutures where leakage is a very important issue.
So far i have only been able to find out the following two formulae for calculating maximum crack width. They're available in ACI 224.2R-5
Broms and Lutz for tensile cracking
Gergely and Lutz for flexural cracking
Is anyone aware of any other recent work on this?
Best
Seemant
So far i have only been able to find out the following two formulae for calculating maximum crack width. They're available in ACI 224.2R-5
Broms and Lutz for tensile cracking
Gergely and Lutz for flexural cracking
Is anyone aware of any other recent work on this?
Best
Seemant






RE: Containment Structures and Crack Width