Design the bolted arrangement so it will not break. If you weld, you will most likely have to machine the surface to make it flat.

Ted

How big is the object that you are pressing? Is the plate a solid piece? Seems to me like you're attempting to Band-aid the component in question; isn't it really an issue that the entire component is too wimpy for the job? Reinforcing the edges doesn't deal with the fact that the component is bending like a drum head directly under the ram. If the component is bending noticeably enough for you to worry about it, it seems to me that you would need to double(?) the effective thickness.

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Thanks for answers

@hydtools, Can u give me an example of bolted arrangement?
I'm trying to avoid machining it and reinforce keeping the surface flat, so welding is out of option i guess.

@IRstuff
700mm*700mm*50mm is the plates size of press,
I press multiple and difrrent objects, mostly sheet metal molds.
The press, cylinder, height, columns and etc are perfectly fine and strong enough for the job i just made a mistake
in the bolster and plates thickness. adding thickness is not the best and efficient way at the moment cause it needs double machining.

I was searching around and seems most of four columns presses like the one on the picture that ive posted are using not so thick plates but they are reinforced by the edges, or maybe the entire surface like meshing.

Anyway I'm looking for the best way to reinforce the plates.

Thanks a lot
seeking for new information

Perhaps the stiffening structure would look like a X corner to corner in a picture frame.

Ted

Do you have a picture or CAD analysis of the bending?

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almost like this

Can we assume that it looks the same in the y-direction> Because, if that's so, the reinforcing the edges will do nothing. You show it bending in the middle; how is that possible, is your die also bending? Something isn't thick enough or inherently stiff enough

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Sam_parts:
I would have to know a lot more about the entire system design; loads, die and punch shapes and structure, actual deflections on some grid on the plates, structural configuration of the platens (your plates), dimensions of the whole system, etc. etc. I would say there is a top platen, attached to the hydr. cylinder and there is a base pl. with the tee slots in it, and they both look too weak, not stiff enough. You are going to lose cylinder travel and you are going to lose head room under the top platen, unless you lengthen the four columns. To stiffen the top platen, I would fabricate a “cross shaped” structure which spanned in the x & y directions to apply loads on the edge webs of your current top platen, I don’t know what the interior of that platen looks like. This cross would have two vert. webs in each direction, spaced so the cylinder fit down btwn. them at the center. The bottom of the webs might be shaped to fit the interior of your platen, but would likely have to be shimmed, or flat spots on your platen provided, or some such, to apply loads in the right locations. I would likely put top and bot. flange pls. on these web plates to make the entire “cross shape” much stiffer and to pick up the cylinder loads at the center. This is all so dependent on what’s there that I really can’t go any further than that.