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Right. So, even though it is a little shorter, it is in tension. In your problem, even though the steel bar is shorter, it is in tension.chetzread said:tension
Right. So, even though it is a little shorter, it is in tension. In your problem, even though the steel bar is shorter, it is in tension.chetzread said:tension
You mean pull the contracted steel , the force is tension?Chestermiller said:Right. So, even though it is a little shorter, it is in tension. In your problem, even though the steel bar is shorter, it is in tension.
Yes.chetzread said:You mean pull the contracted steel , the force is tension?
Yes.chetzread said:do you mean in $$\sigma_s=E_s(\epsilon_s-\alpha_s \Delta T)\tag{key}$$
Yes., εs is negative(due to contraction) , and -σsΔT has positive value (-σs(-T) =positive) , so σs has positive value?
The answer to your question is Yes.So, how does it relate to the question I asked?
Chestermiller said:Yes.
Yes.
Yes.
The answer to your question is Yes.
No. The equation I gave is correct.chetzread said:so, σs=Es(-ϵs+αsΔT)where
αsΔT >ϵs , so σs = positive?
I refer to the question that i posted in post#1, the steel contracted,Chestermiller said:No. The equation I gave is correct.
You need to brush up on algebra.chetzread said:I refer to the question that i posted in post#1, the steel contracted,
original equation is
$$\sigma_s=E_s(\epsilon_s-\alpha_s \Delta T)\$$
so, εs is negative(due to contraction) , and -σsΔT has positive value (-σs(-T) =positive) , so σs has positive value?
thus, leading the equation to become
σs=Es(-ϵs+αsΔT) ?
Which part is wrong?Chestermiller said:You need to brush up on algebra.
So, the change in length that we can notice is del (A) ? del (st) is the constraint?haruspex said:It's the contraction that would have occurred due to temperature if the aluminium rod were not there.
δA is the observed contraction in the steel. δst is the discrepancy
between the two.
But I do not understand what the diagram shows at C. It's a bit fuzzy, but it looks like it says the expansion of the aluminium rod
equals the observed contraction of the steel
rod. That is clearly not the case.
The equation as I wrote it is correct and the equation as you wrote it is incorrect. If ##\Delta T=0##, your equation predicts that ##\sigma=-E\epsilon##. Does that make sense to you?chetzread said:Which part is wrong?
I would not have called it a constraint. That is not quite the right word. You could say the constraint is that the horizontal bar remains straight and attached to the two rods.chetzread said:del (st) is the constraint?
The steel rod extend so that the bar can be rotated back to it's original condition...haruspex said:What has happened to the steel rod?
Steel rod shorten, aluminum rod extend?haruspex said:The bar is now released. What will happen to the bar and each rod?
Do you mean, the aluminium will tried to pull the bar back to it's horizontal conditions, but the bar may not be perfectly horizontal as before rotation?haruspex said:The bar is forcibly rotated back to
the horizontal so that the aluminium rod can be attached
no . But , how does the equation you wrote relate to the question i asked in post #1?Chestermiller said:The equation as I wrote it is correct and the equation as you wrote it is incorrect. If ##\Delta T=0##, your equation predicts that ##\sigma=-E\epsilon##. Does that make sense to you?
What if ##\alpha_s\Delta T## is negative, and ##\epsilon_s## is also negative, but smaller in absolute magnitude than ##\alpha_s\Delta T##? Then, under these circumstances, ##\epsilon_s>\alpha_s\Delta T##, and ##\sigma>0##chetzread said:no . But , how does the equation you wrote relate to the question i asked in post #1?
$$\sigma_s=E_s(\epsilon_s-\alpha_s \Delta T)$$
to get σs = positive , ϵs must be > αsΔT ,
Look at the picture again...carefully.But , in the picture in the notes , i noticed that the change due to temperature (αsΔT or ∂ T(st) ) is more than ϵs(∂ A) , how can the equation given by you true ?
Let ϵs = -3 , αsΔT = -6 , soChestermiller said:What if αsΔT\alpha_s\Delta T is negative, and ϵs\epsilon_s is also negative, but smaller in absolute magnitude than αsΔT\alpha_s\Delta T? Then, under these circumstances, ϵs>αsΔT\epsilon_s>\alpha_s\Delta T, and σ>0
can you explain further ?Chestermiller said:Look at the picture again.
No. This is algebraically incorrect.chetzread said:Let ϵs = -3 , αsΔT = -6 , so
$$\sigma_s=E_s(\epsilon_s-\alpha_s \Delta T) = Es(-3-(-6) ) = +3 $$
so , we can rewrite the equation as $$\sigma_s=E_s(\-epsilon_s+\alpha_s \Delta T)$$ , am i right ?
Whichever of the dotted lines you look at, the decrease in length of the steel rod is half the increase in length of the aluminum rod.chetzread said:can you explain further ?
What if ##\alpha_s\Delta T## is negative, and ##\epsilon_s## is also negative, but smaller in absolute magnitude than ##\alpha_s\Delta T##?Chestermiller said:No. This is algebraically incorrect.
Yes. Is it now under compression, under tension, or neutral?chetzread said:The steel rod extend so that the bar can be rotated back to it's original condition
Yes.chetzread said:Steel rod shorten, aluminum rod extend?
yes. So, for each rod, is it now under compression, under tension, or neutral?chetzread said:Do you mean, the aluminium will tried to pull the bar back to it's horizontal conditions, but the bar may not be perfectly horizontal as before rotation?
tension , am i right ?haruspex said:Yes. Is it now under compression, under tension, or neutral?
Yes.
yes. So, for each rod, is it now under compression, under tension, or neutral?
Then your arithmetic in post 47 is correct, but your final equation is incorrect, and inconsistent with your previous arithmetic.chetzread said:What if ##\alpha_s\Delta T## is negative, and ##\epsilon_s## is also negative, but smaller in absolute magnitude than ##\alpha_s\Delta T##?
why not ? i still couldn't get itChestermiller said:Then your arithmetic in post 47 is correct, but your final equation is incorrect, and inconsistent with your previous arithmetic.
You can't have it both ways: $$\sigma_s=E_s(\epsilon_s-\alpha_s \Delta T) $$and$$\sigma_s=E_s(-\epsilon_s+\alpha_s \Delta T) $$ because the two equations produce opposite results for ##\sigma_s##. Try substituting ##\epsilon_s=-3## and ##\alpha_s \Delta T=-6## into the equation that you wrote, and tell me what you get.chetzread said:why not ? i still couldn't get it
Yes.chetzread said:tension , am i right ?
so ?haruspex said:Yes.
But , in the figure in post # 1 , we could see that $$\alpha_s\Delta T$$ > ϵs , this doesn't match with the equation that given by youChestermiller said:You can't have it both ways: $$\sigma_s=E_s(\epsilon_s-\alpha_s \Delta T) $$and$$\sigma_s=E_s(-\epsilon_s+\alpha_s \Delta T) $$ because the two equations produce opposite results for ##\sigma_s##. Try substituting ##\epsilon_s=-3## and ##\alpha_s \Delta T=-6## into the equation that you wrote, and tell me what you get.
How can you see that from the figure? It doesn't show these two quantities separately. Besides, which of the two equations gives tension for ##\sigma_s##, yours or mine? You yourself said that it has to be in tension.chetzread said:But , in the figure in post # 1 , we could see that $$\alpha_s\Delta T$$ > ϵs , this doesn't match with the equation that given by you
it 's not i said . It's in figure , refer to green circleChestermiller said:How can you see that from the figure? It doesn't show these two quantities separately. Besides, which of the two equations gives tension for ##\sigma_s##, yours or mine? You yourself said that it has to be in tension.
what are you trying to say ?haruspex said:Yes.