Fig. 7
From: A Computational Model for Prestressed Concrete Hollow-Core Slab Under Natural Fire
![Fig. 7](http://media.springernature.com/full/springer-static/image/art%3A10.1186%2Fs40069-019-0373-9/MediaObjects/40069_2019_373_Fig7_HTML.png)
Development of temperatures in concrete at tendon position with time: a in Test 1, b in Test 2.
From: A Computational Model for Prestressed Concrete Hollow-Core Slab Under Natural Fire
Development of temperatures in concrete at tendon position with time: a in Test 1, b in Test 2.