I opt to check whether a precast concrete wall (no reinforcements, only concrete) withstand both vertical and lateral loading condition but the only properties I know are the Young's Modulus, density, poisons ratio and the Grade of concrete by which the panel is made. I have experimental tests' report, but for a completely different panel and it has maximum compressive load applied and 4 point flexural strength of that panel, NO MATERIAL DATA are available for this tested panel.
The panel under consideration is a precast hollow core panel, pure concrete panel, no reinforcements. Applied maximum direct compression load of 300 kN on the panel, maximum flexural capacity of 1N/mm2, that's all the data I was provided with. It is made up of concrete but no data on what grade of concrete it is. This is the test panel. The panel I modelled is under vertical column shortening displacement as a boundary condition, wind load normal to the panel and of Grade 25 concrete.
Can someone help me how I can conclude whether the panel will withstand under my loading conditions and is there are any way to verify my computer model using the available data? Modeling is done in ABAQUS.