University examiners fail to spot ChatGPT answers in real-world test
ChatGPT-written exam submissions for a psychology degree mostly went undetected and tended to get better marks than real students’ work
On 29 Jun 2024, at 22:13, John F Sowa <so...@bestweb.net> wrote:
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Exactly! And why only math?
Have a look at this usage of Wolfram Alpha for Mechanics https://www.wolframalpha.com/input?i=diameter+5mm+and+force+2N%2C+what+is+the+mechanical+stress
And even more: for students they have step-by-step solutions for a particular task but it is paywalled: https://www.wolframalpha.com/input?i=prove+2*2%3D4
But Wolfram language is not a GOFOL at all. Just another programming language I must admit.
Unfortunately, for me their use of NL is rudimentary [1] https://www.wolframalpha.com/input?i=What+is+the+maximum+charge+of+an+atomic+nucleus+obtained+experimentally%3F
And what is important: they have it https://www.wolframalpha.com/input?i=oganeson
And meta.ai is just not an expert [2]. But this is a problem with these agents: it knows but responds wrong!!!
Claude.ai is fine [3].
Let's check another NL-example: In an isosceles triangle, the angle at the base is 30 degrees. What is the angle at the vertex of the triangle?
WAlpha: [4] - BAD, claude.ai [5] - FANTASTIC.
🐺α is a great project, but the usage of NL is rudimentary!
They should use the operational syntax of English [0] and frameworks for knowledge concentration [-1].
Alex
[-1] https://www.researchgate.net/publication/374265191_Theory_framework_-_knowledge_hub_message_1
[0] https://www.researchgate.net/publication/366216531_English_is_a_HOL_language_message_1X
[1]
[2]
[3]
[4]
[5]
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Look how claude.ai works with "diameter 5mm and force 2N, what is the mechanical stress" using language of 🐺α:
John,
We don't know a whole stack of technologies used by Huge Language Models (aka LLMs). Have a look for example at https://www.constitutional.ai/.
LLM is just most hyped.
All around the Globe are trying to use it. Look, not TRUST, just USE.
To evaluate the GenAI output is where formalization and algorithms come to first place.
Consider the task from the Statics area of Mechanics I cited here and have in mind to formalize a solution.
The advantage of a formal solution is that we have an algorithm to check its correctness, i.e. verify it.
So I have a task, I get a solution. I verified it by computer.
The task is [1].
The solution from claude.ai is this [2]. If I have formalized one, I need just an algorithm to check it.
But to create this algorithm we need formal theory of the application domain.
Formal theory framework may be a good way to keep our theoretical knowledge.
This [0] is an example of ugraph theory formalization.
I am on the way to formalizing Statics a little.
How to check the claude.ai solution? That is the question.
Alex
[0] (PDF) Theory framework - knowledge hub message #1
[1]
A weightless beam is held in a horizontal position by a hinged-fixed support at point A and a vertical rod BC.
At point D, a concentrated force F = 30 kN is applied to the beam at an angle of 50° down to the right.
Dimensions: AB=0.6m, BD=0.4m.
Calculate the reaction forces of the supports acting on the beam.
[2]
claude:
To solve this problem, we'll need to analyze the forces acting on the beam and use the principles of static equilibrium. Let's approach this step-by-step:
1) First, let's define our coordinate system:
- Horizontal axis: positive to the right
- Vertical axis: positive upwards
2) Now, let's identify the unknown forces:
- At point A (hinged support): Vertical reaction Ay and horizontal reaction Ax
- At point C (vertical rod): Vertical reaction Cy (no horizontal component as it's a vertical rod)
3) Let's break down the given force F into its horizontal and vertical components:
Fx = F * cos(50°) = 30 * cos(50°) = 19.28 kN (to the right)
Fy = F * sin(50°) = 30 * sin(50°) = 22.98 kN (downward)
4) Now we can set up our equilibrium equations:
a) Sum of forces in x-direction = 0
Ax + 19.28 = 0
Ax = -19.28 kN
b) Sum of forces in y-direction = 0
Ay + Cy - 22.98 = 0
Ay + Cy = 22.98 kN (Equation 1)
c) Sum of moments about point A = 0
(Cy * 0.6) - (22.98 * 0.4) - (19.28 * 0.4 * tan(50°)) = 0
0.6Cy - 9.192 - 9.192 = 0
0.6Cy = 18.384
Cy = 30.64 kN
5) Now we can solve for Ay using Equation 1:
Ay + 30.64 = 22.98
Ay = -7.66 kN
Therefore, the reaction forces are:
- At point A: Ax = -19.28 kN (to the left), Ay = -7.66 kN (downward)
- At point C: Cy = 30.64 kN (upward)
Would you like me to explain any part of this solution in more detail?
screenshot of beginning
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Phil,
It is important for me to emphasize that this is a task from a specific textbook on strength of materials, i.e. I didn't invent it. And although tasks written for people have to be clarified in order to formalize them correctly, the term “weightless beam” is a physical term. And yes, that's how they put it to say that weight can be neglected.
Just as we discussed a little earlier, a material point is a solid whose dimensions can be neglected in some task. For example, the sizes of the Earth and the Sun when calculating the trajectory of the former around the latter.
Alex
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John,
Unfortunately, even Euclidean geometry has not been formalized, although we have a dozen of axiomatizations.
What can we say about physics? Just search on the Isabelle website to get:
https://isabelle.in.tum.de/website-Isabelle2009-1/projects.html
"Jacques Fleuriot has mechanized the ultrapower construction of the hyperreals from Nonstandard Analysis (NSA) in Isabelle. Concepts from NSA and geometry theorem proving have been combined and applied to the mechanization of Propositions from Newton's Principia for his PhD thesis. This includes the famous Proposition Kepleriana. The framework has also been used to mechanize real analysis using nonstandard techniques."
We are only at the beginning of theoretical knowledge formalization, at least we have axiomatic theory for Lagrangian mechanics.
And formal ontologies are a kind of theoretical knowledge formalization we have.
If Isabelle or Coq do not have formal theory I doubt we have it at all.
Alex
Phil,
You touched on an important topic that we encounter when we formalize a task formulated for an involved person. It may not be completely written out, because... it is assumed that the person will guess.
In this case, it should be understood that the points (the actual section of the wall and ceiling) are stationary. This should be clearly written out and then formalized.
When transferring a task to a computer, it has to make the implied explicit. By the way, this also applies to definitions.
Here we consider your first case: the entire system is in a uniform gravitational field, but the attachment points in it are motionless.
The idea of a possible world so loved by formal philosophers can be applied here to look at how to formalize it.
For example in OWL2.
Alex
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John,
Exactly! We exchange our ideas, problems, progress and references here.
And first of all: what kind of web-entry point we have to serve us.
About #1. I prefer First Order LANGUAGE. As there are so many logics right now. And by the way, the FOL framework (as we discussed after Barwise) does not have numbers of any kind.
About #2. If I ever will have in mind this project I'll ask E.N. Zalta the author of Principia Logico-Metaphysica to help.
About #3. We need a group of 1000x Bourbaki power to formalize all science and technology. But we do it right now creating formal ontologies in projects like OBO Foundry and others.
About #4. Oh yes! For example, David Leal has pointed here to an important article by Tom Gruber issued 30 years ago [1] (Should we celebrate this?). Where we have:
"Other engineering ontologies that build on the EngMath family--for describing component structure, design tasks, discrete events, and specific analysis domains such as kinematics--are being developed."
My statics is just a subset, IMHO.
And just a little bit about web-entry points:
-Hets, the DOLiator http://rest.hets.eu/ --where it is possible to play with CL
-webprotege https://webprotege.stanford.edu/ --to play with OWL2 ontologies
-https://www.wolframalpha.com/input?i=ugraph
-framework --framework for Ugraph theory
Is there a web-entry point to check Claude 3S solution for statics problem? No.
It will 🦔
Alex
https://tomgruber.org/writing/an-ontology-for-engineering-mathematics
https://web.archive.org/web/20061109050920/http://ksl-web.stanford.edu/knowledge-sharing/papers/engmath.html Thanks to Mike Peters 🙂--
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