My understanding about section modulus ratios:
-given a dimensional deviation or surface flaw on a structure, a section modulus ratio can be used to scale linearized stresses at a cutline (stress classification line) on an FEA model rather than re-running the model.
-area ratios can scan primary...
could someone please help
explain to me what the difference is between gross structural discontinuities and local structural discontinuities? My understanding so far is that gross discontinuities affect the entire stress profile (i.e. changes in wall thickness) and local only effects a small...
My understanding is that during shakedown cyclic loading will cause a structure to initially plastically deform, but strain hardening will allow the structure to shakedown into elastic action. The limit for this is 3*Sm (generally 2*Sy).
What if the part is made of material that is strain...
if I have a structure that has negative margins for primary stress, but positive margins for primary stress + secondary stress, will the structure shake down into elastic action? My understanding is no because primary stress are not self limiting and therefore the structure will yield to failure.
Here is my understanding so far:
-Design stress, or allowable stress (Sm) is “typically” (ultimately depending on the application, and assuming Su is not limiting) 2*Sy/3
-primary stress (P) is result of external loading (weight, pressure, shock etc.) The limit is Sm
-secondary stress (Q) is...
Hello again everyone,
I’m possibly about to make a big career change that is pushing me far out of my comfort zone.
I work at a contract manufacturer. I do a lot of small contract design projects and I work with mostly electrical engineers (as a mechanical engineer) I have worked for this...
I am trying to us SolidWorks Simulation linear dynamics for vibration analysis. However, it appears that damping is calculated by manually selecting a viscous damping coefficient rather that calculating the the damping from each material. Is there any way that I can estimate a global damping...
Hello all,
I am currently looking for a new job.
I have been on and off about leaving my job for a while now. Some of the work I don’t find enjoyable(which I understand will be at every job), and I’m finding that I dislike the company goals and culture (engineers are mainly used as production...
Hello again everyone,
When faced with life/career struggles, the obvious solution nowadays is to spill your guts to random stranger online via anonymous profile lol.
Here goes…
I am 27 going on 28. I am a few years into my career as a design engineer (started out with two years as a test...
CWB1
Thank you again for your response (and again for your response to my question on the other thread.
My current company is not small, but since it is high mix and low volume contract work, the company seems to have the volatility that a smaller company would. I have had a great exposure to...
QUESTION:
Should I look for a new job
PROFESSIONAL BACKGROUND:
-education: BSME
-current job: Systems Design Engineer
-previous jobs: test engineer (same company)
DESCRIPTION OF CURRENT COMPANY:
-Turnkey contract manufacturer that specializes in PCBA, cable, and box build products...
Thank you to JohnRBaker
I do wash my hands before I go, but don’t worry, I wash them after too :D
The answers I am getting on this thread are making it clearer that what my company is doing is not normal.
Normally about every month or so there is a request for office employees to work the...
CWB1,
Thank you for your response.
I agree with you that it is important for any engineer to be hands on, and that building prototypes and fixtures it all part of the job.
I have been on the fence about leaving my current job for a while.
My goal is to get into more product design and...