Numerical Modeling
Establishes the numerical/finite-element or finite-difference model used to analyze the design, with mesh and convergence control.
Section progress
0% of the workflow complete
Computational Engineering · Build, calibrate, verify and validate the numerical model that supports your design decisions.
Deliverable: Numerical model documentation with mesh convergence study, GCI calculation, and verification benchmark.
Minimum tables, figures and equations for Numerical Modeling
Tables — at least 6
- Table — trial sections or sizes considered, with the capacity of each and the selection decision
- Table — final selected geometry for every element: dimensions, thickness, grade, spacing, elevation
- Table — slab, beam, column and shear wall schedule with governing demand
- Table — ultimate limit state check summary: demand, capacity, ratio, pass or fail, governing clause
- Table — serviceability check summary: deflection, crack width, settlement, freeboard or velocity against its limit
- Table — factors of safety achieved against the factor required, per failure mode
Figures — at least 4
- Figure — free body diagram of each isolated element, fully labelled with loads, reactions, dimensions and axes
- Figure — shear and moment (or pressure and velocity) diagrams for each force-carrying element
- Figure — dimensioned section or plan of each designed element
- Figure — capacity versus demand plot, interaction diagram, or rating curve as applicable
Equations — at least 8
- Equation — equilibrium equations written out for each free body (sum of forces and sum of moments, or continuity and energy)
- Equation — the internal force relations V(x) and M(x), or the momentum/thrust relation, used to compute each element's demand
- Equation — the resulting demand at the critical section of each element, with numeric substitution
- Equation — the capacity expression for each element type, shown with full numeric substitution and units
- Equation — the sizing criterion that sets the final dimension (for example required area, depth or diameter)
- Equation — each limit state check written as demand over capacity with numbers substituted
- Equation — the factor of safety calculation for each failure mode checked
- Equation — punching shear, drift and deflection checks with limits
Number every table and figure (Table 4.x, Figure 4.x), caption it, and refer to it by number in your text. Number displayed equations and show the substitution with units. These counts are minimums — add whatever else your design needs.
Engineering documentation standard — required in every Chapter 4 subsection
These rules are graded on every subsection. Work that misses them is capped on technical accuracy, exhibits, codes and communication, whatever the quality of the prose.
Code and standard references
- Every requirement, factor, coefficient, limit and allowable you apply cites the governing document AND the exact section, article or sub-article number — e.g. ACI 318-19 §22.5.5.1, AISC 360-22 Chapter J, Section J3.6, AASHTO LRFD 10th Ed. Article 3.6.1.2.2, ASCE 7-22 §12.8.1, ASTM D2487, state DOT manual section, local stormwater manual chapter.
- Give the edition or year of every document the first time it appears, then use a consistent short form.
- Where a code equation is used, quote the equation number (e.g. Eq. 22.5.5.1) next to your displayed equation.
- Where you depart from a code provision, state the clause you are departing from and the engineering justification.
- List every code, standard and manual actually used in a Codes and Standards table at the start of the subsection.
Citations for statements
- Every statement of fact, value taken from elsewhere, material property, soil parameter, rainfall depth, unit cost or published method carries an in-text citation (APA) to its source.
- Field and lab data cite the report, boring log, gauge, survey file or test number and its date.
- Manufacturer data cites the product literature and revision date; software results cite the program, version and model file name.
- Uncited assertions are treated as assumptions and must appear in the assumptions table with a justification.
- Every in-text citation resolves to a full entry in the reference list.
Step-by-step calculations
- Structure every calculation the same way: (1) objective, (2) governing code clause, (3) equation in symbolic form with the equation number, (4) definition of each symbol, (5) numerical substitution, (6) result with units, (7) comparison against the limit and the pass/fail statement.
- Show the substitution line — never jump from the formula to the answer.
- Number displayed equations sequentially (Eq. 4.1, 4.2, …) and refer to them by number in the text.
- State the load or flow combination governing each calculation by name.
- Carry consistent significant figures and round only at the reported result; state the rounding convention once.
- Present repetitive element checks in a calculation table with one row per element and the same column order throughout.
Free body diagrams and figures
- Draw a separate free body diagram for each isolated element — no combined sketches standing in for several members.
- Dimension every FBD: span, depth, thickness, cover, eccentricity, embedment, slope, pipe diameter, wall height — with the dimension lines and values shown.
- Label every force, pressure, reaction and moment with its symbol, magnitude and units, and show the sign convention and coordinate axes.
- Show supports and boundary conditions explicitly (pin, roller, fixed, elastic, buoyant, hydrostatic).
- Accompany each FBD with its shear, moment, thrust, pressure or hydraulic grade diagram at the same scale reference.
- Number and caption every figure (Figure 4.x) and refer to it by number in the narrative; add a scale or north arrow to plans.
Units and notation
- Every number in text, tables, figures and equations carries its unit — no bare numbers.
- Use one unit system throughout (US customary or SI); if both appear, give the converted value in parentheses consistently.
- Check dimensional homogeneity of each equation and say so — the units of both sides must match.
- Provide a nomenclature table defining every symbol with its unit.
Checking and verification
- Every calculation is checked by an independent route — hand check against software, alternative method, order-of-magnitude estimate, or a published worked example — and the check is shown, not just claimed.
- Report demand-to-capacity ratios and factors of safety against the required values, with the source clause for each required value.
- Include a verification/checking table: item, method of check, expected, obtained, difference, accept or revise.
- Sanity-check every result (magnitude, direction, plausibility) and state the conclusion.
- Record who checked the work and on what date; flag anything still unverified as an open item.
- State limitations and the range over which the result is valid.
How to complete this section
Do this next: Read the Numerical Modeling lecture and the worked example so you know what "Numerical model documentation with mesh convergence study, GCI calculation, and verification benchmark." has to contain.
Not sure how to start or how much depth is expected? Read the fully written model example for this deliverable first — it shows the structure, tables and level of justification your advisor grades against.
Modeling & Simulation Center — what this workspace teaches
Build, calibrate, verify and validate the numerical model that supports your design decisions.
- Selecting analysis software for the engineering question (STAAD, SAP2000, ETABS, HEC-RAS, OpenRoads, Civil3D, ArcGIS, MATLAB, Python)
- Model geometry idealization and simplification
- Boundary conditions, supports, restraints and their effect on results
- Load application and load-case management in software
- Mesh and element selection; convergence studies
- Model calibration against measured or benchmark data
- Sensitivity analysis of governing input parameters
- Verification (solving the equations right) vs. validation (solving the right equations)
- Exporting, documenting and archiving model results
End-of-term milestones
- Tuesday, November 17, 2026 — Poster printed and ready. 36 in × 48 in poster finalized and printed one week before the November 24 showcase.
- Wednesday, November 18, 2026 — Final document package uploaded for scoring. Chapters 4–5, calculation package, drawings and appendices uploaded in the app for advisor scoring.
- Wednesday, November 18, 2026 — Poster presentation to faculty and industry. Wednesday poster session — printed 36 in × 48 in poster presented in person; industry reviewers score communication and impact.
- Wednesday, November 25, 2026 — Oral presentation and defense (scored). Scored oral presentation and defense held on Wednesday, November 25.
Numerical Modeling
Establishes the numerical/finite-element or finite-difference model used to analyze the design, with mesh and convergence control.
Section B
Engineering story
A real project situation that frames this module
It is week 4 of implementation and the engineering computation and digital delivery team has reached numerical modeling. Establishes the numerical/finite-element or finite-difference model used to analyze the design, with mesh and convergence control. The independent model checker asks one question: what establishes that finite element formulation?
Reporting a single-mesh result without a convergence study. Because boundary condition and load application consistent with physical support, the error does not stay local: it is carried into the design of record that drawings, quantities and cost are generated from, and every downstream product inherits it before anyone notices.
Every downstream discipline that inherits the model and the engineer who seals it carry the consequence. On this module specifically, the exposure runs through mesh convergence study using Richardson extrapolation / grid convergence index (GCI), and the cost of correction rises every week the model, dataset and documented computational workflow moves closer to issue.
Decisions the engineer must make
- What record establishes finite element formulation, and is that record in the project data inventory?
- Does ASME V&V 10-2019 (2019), Guide for verification and validation in computational solid mechanics, govern here — and is that the edition adopted by the jurisdiction?
- What is the acceptance criterion for boundary condition and load application consistent with physical support, and was it written before the result was known?
- Is Richardson extrapolation: f_exact ≈ f2 + (f2 − f1)/(r^p − 1) valid over the parameter range this project actually occupies?
- If the check fails, does the team revise the model, dataset and documented computational workflow or raise a change request against the locked baseline?
Photo 1. Field review: the conversation in which a scope, a constraint or a decision is actually settled.
Capstone Studio instructional photograph
Section C
Why this matters
Professional
A licensed engineer defending numerical modeling cites ASME V&V 10-2019 (2019), Guide for verification and validation in computational solid mechanics, and shows the record behind each input. Your numerical model documentation with mesh convergence study, gci calculation, and verification benchmark. is reviewed the same way — traceability is assessed before arithmetic.
Technical
Finite element formulation is what makes Richardson extrapolation: f_exact ≈ f2 + (f2 − f1)/(r^p − 1) usable on this project rather than a formula copied from a reference. Get it wrong and every quantity derived from it is wrong by the same factor.
Safety
The failure mode this module guards against is an unverified model output accepted as an engineering result. It reaches people through model verification against closed-form or benchmark solution before trusting results, which is why the safety check is recorded explicitly here rather than inferred from a passing strength or performance check.
Economic
The design of record that drawings, quantities and cost are generated from is priced from this work. Quantities, unit costs and schedule float all trace to finite element formulation; a late correction here is paid for as a change order, not a redline.
Environmental
Environmentally, this module fixes decisions on quantity and material that the model silently drives. Choosing conservatively without justification is not free — the excess shows up as material, energy and land that the project consumes for no measurable gain.
Community
Mesh refinement and convergence checking at stress concentrations is not optional — coarse mesh at a critical location cost the entire platform. The public that depends on results no one outside the modelling team can reproduce live with that outcome long after the semester ends.
Section D
Learning objectives
By the end of this module you will be able to:
- 1.Compare finite element formulation, using this project's own conditions rather than a textbook case.
- 2.Analyze boundary condition and load application consistent with physical support, using this project's own conditions rather than a textbook case.
- 3.Evaluate mesh convergence study using Richardson extrapolation / grid convergence index (GCI), using this project's own conditions rather than a textbook case.
- 4.Interpret solver type, using this project's own conditions rather than a textbook case.
- 5.Compute the governing quantity from Richardson extrapolation: f_exact ≈ f2 + (f2 − f1)/(r^p − 1) and Grid Convergence Index: GCI = Fs·|ε| / (r^p − 1), with a unit audit on every term.
- 6.Apply ASME V&V 10-2019 (2019), Guide for verification and validation in computational solid mechanics, and cite the section that governs your acceptance decision.
- 7.Reproduce the worked example for a plate FE model gives deflection 12.4 mm at mesh size h1 and 12.1 mm at h2 =… and defend the interpretation of the result.
- 8.Produce numerical model documentation with mesh convergence study, gci calculation, and verification benchmark. at a standard the independent model checker would accept without a second revision cycle.
Section E
Instructional content
Full lecture notes with figures and governing equations
The engineering content of numerical modeling
Establishes the numerical/finite-element or finite-difference model used to analyze the design, with mesh and convergence control. That single sentence hides the substance of the module: finite element formulation, and boundary condition and load application consistent with physical support. Both must be established from project evidence before anything downstream is credible.
In engineering computation and digital delivery, this work is the input to the model, dataset and documented computational workflow. Mesh convergence study using Richardson extrapolation / grid convergence index (GCI) — which is why this page asks you to record the source of every quantity, not just its value. The design of record that drawings, quantities and cost are generated from depends on it.
- Finite element formulation: element type, shape functions, mesh density
- Boundary condition and load application consistent with physical support
- Mesh convergence study using Richardson extrapolation / grid convergence index (GCI)
- Solver type: linear static, nonlinear, dynamic/modal
- Model verification against closed-form or benchmark solution before trusting results
Photo 1. The engineering content of numerical modeling in practice — Field review: the conversation in which a scope, a constraint or a decision is actually settled.
Capstone Studio instructional photograph
Governing relationships and how they are applied here
The relationships below govern numerical modeling. Richardson extrapolation: f_exact ≈ f2 + (f2 − f1)/(r^p − 1); Grid Convergence Index: GCI = Fs·|ε| / (r^p − 1) — each is valid only inside the parameter range this project occupies, so state that range before substituting.
Boundary condition and load application consistent with physical support sets the values you place into these expressions. Any code-prescribed factor must match ASME V&V 10-2019 (2019); a factor lifted from a different edition silently changes the answer.
Richardson extrapolation: f_exact ≈ f2 + (f2 − f1)/(r^p − 1)
- f1, f2 = results at coarse/fine mesh
- r = grid refinement ratio
- p = order of convergence
Grid Convergence Index: GCI = Fs·|ε| / (r^p − 1)
- Fs = safety factor (typ. 1.25)
- ε = relative difference between solutions
Photo 2. Governing relationships and how they are applied here in practice — Field review: the conversation in which a scope, a constraint or a decision is actually settled.
Capstone Studio instructional photograph
Constraints, adopted standards and the safety case for numerical modeling
ASME V&V 10-2019 (2019), Guide for verification and validation in computational solid mechanics, governs this module: Governs mesh convergence and model verification practice ASME V&V 20-2009 (2009), Standard for verification and validation in CFD and heat transfer, adds the second constraint: Governs uncertainty quantification for numerical models
The safety case is explicit here. The failure mode is an unverified model output accepted as an engineering result; the people exposed are every downstream discipline that inherits the model and the engineer who seals it; the control that prevents it is model verification against closed-form or benchmark solution before trusting results together with an independent check by someone who did not perform the work.
- Controlling criterion for this module: finite element formulation.
- Adopted reference: ASME V&V 10-2019 (2019) — cite Guide for verification and validation in computational solid mechanics by number.
- Failure mode guarded: an unverified model output accepted as an engineering result.
- Evidence produced: Numerical model documentation with mesh convergence study, GCI calculation, and verification benchmark..
Photo 3. Constraints, adopted standards and the safety case for numerical modeling in practice — Field review: the conversation in which a scope, a constraint or a decision is actually settled.
Capstone Studio instructional photograph
Where this method stops being valid
The worked example — a plate FE model gives deflection 12.4 mm at mesh size h1 and 12.1 mm at h2 = h1/2 with… — holds only while its assumptions hold. The fine-mesh result is within 0.1 mm of the extrapolated value, indicating mesh convergence is adequate for design use. Outside that envelope the arithmetic still returns a number, and the number is wrong in a way no unit check will catch.
For this project, the boundary you are most likely to push is model verification against closed-form or benchmark solution before trusting results. If you cross it, say so in writing, bound the error, and carry the limitation into your results chapter. A disclosed limitation is professional practice; a silent extrapolation is not.
Photo 4. Where this method stops being valid in practice — Structural framing of a pedestrian bridge: members, connections and the load path a designer must trace.
Wikimedia Commons, CC BY-SA 4.0
Section F
Engineering workflow
Steps
- 1. Assemble the inputs this module needs — finite element formulation; boundary condition and load application consistent with physical support — each with a unit and a source record.
- 2. Confirm ASME V&V 10-2019 (2019) is the adopted edition and locate Guide for verification and validation in computational solid mechanics.
- 3. State the assumptions and the acceptance criterion for finite element formulation.
- 4. Evaluate Richardson extrapolation: f_exact ≈ f2 + (f2 − f1)/(r^p − 1) and Grid Convergence Index: GCI = Fs·|ε| / (r^p − 1) term by term, carrying one extra significant figure.
- 5. Test the result against mesh convergence study using Richardson extrapolation / grid convergence index (GCI).
- 6. Audit units and run an order-of-magnitude check by hand before the number leaves your desk.
- 7. Obtain an independent check from a teammate who did not perform the work, and record their name and date.
- 8. Assemble numerical model documentation with mesh convergence study, gci calculation, and verification benchmark. and submit it to the independent model checker for review.
Decision points
- Is every input behind finite element formulation traceable? If not — stop and collect the record.
- Does the result satisfy boundary condition and load application consistent with physical support? If not — revise the work, never the criterion.
- Would the correction change the design of record that drawings, quantities and cost are generated from? If yes — raise a change-control request before proceeding.
- Have you ruled out the most common error on this module — reporting a single-mesh result without a convergence study?
Quality checklist
- Documented: finite element formulation
- Documented: boundary condition and load application consistent with physical support
- Documented: mesh convergence study using Richardson extrapolation / grid convergence index (GCI)
- ASME V&V 10-2019 Guide for verification and validation in computational solid mechanics cited by section number
- Units audited on every expression
- Acceptance criterion recorded before the result
- Independent check signed and dated
- Numerical model documentation with mesh convergence study, GCI calculation, and verification benchmark. attached and named per the course convention
Section H
Interactive visualization
Numerical Modeling — step-through
Advance one frame at a time. Each frame adds one engineering decision to the previous state.
Step 1 of 6
Build coarse mesh and run baseline solution.
Section I
Applicable codes and standards
ASME V&V 10-2019
2019 · Guide for verification and validation in computational solid mechanics
Adopted design/analysis reference governing this module.
Relevance: Governs mesh convergence and model verification practice
Reference the section number and edition in your calculation package. Do not reproduce code text.
ASME V&V 20-2009
2009 · Standard for verification and validation in CFD and heat transfer
Adopted design/analysis reference governing this module.
Relevance: Governs uncertainty quantification for numerical models
Reference the section number and edition in your calculation package. Do not reproduce code text.
Section J
Worked examples
Full engineering solution format
Section K
Common mistakes and how to avoid them
- Reporting a single-mesh result without a convergence study.
- Refining mesh globally instead of at stress concentrations, wasting compute without reducing error where it matters.
- Skipping verification against a hand-calculable benchmark case.
- Treating finite element formulation as a given instead of establishing it from a project record.
- Producing numerical model documentation with mesh convergence study, gci calculation, and verification benchmark. without showing how boundary condition and load application consistent with physical support was satisfied.
- Substituting into Richardson extrapolation: f_exact ≈ f2 + (f2 − f1)/(r^p − 1) outside the range where it is valid, and reporting the number anyway.
- Missing model verification against closed-form or benchmark solution before trusting results, which is exactly the path to an unverified model output accepted as an engineering result.
- Designing to the average condition when the governing condition is the controlling one.
- Freezing a design before the constructability and access review that would have changed it.
- Leaving boundary conditions undefined so the model is not reproducible by an independent checker.
- Using inputs that no field record, laboratory report, or published source supports.
- Stopping at output and skipping verification — an unverified number is not an engineering result.
Section L
Industry case study
Sleipner A Platform Sinking (1991)
Condeep gravity-base platform, North Sea
Official findings
- Investigation found a finite-element mesh with an overly coarse representation of a tricell wall shear-stress concentration underestimated stresses by ~45%, leading to a concrete failure during ballasting.
Field observations
- The controlling assumption was documented nowhere in the design record.
- No independent check existed at the stage where the error entered the work.
Engineering interpretation
- Interpretation below is student analysis for instructional purposes, not an official finding.
- Map the failure to a step in your own workflow and state where your process would have caught it.
Lessons learned
- Mesh refinement and convergence checking at stress concentrations is not optional — coarse mesh at a critical location cost the entire platform.
Source: Summarize the published investigation; cite it in your reference list. Do not reproduce copyrighted report text.
Section M
FE Civil exam connection
Handbook FE Reference Handbook — engineering computation and digital delivery section (record the section number from your handbook edition).
Exam topics
Handbook formulas
- Richardson extrapolation
- Grid convergence index
Weak results here feed your FE Civil Academy weak-area queue for targeted practice.
Question 1 of 2
Score: 0/2In numerical modeling, which item must be established BEFORE the analysis is run?
Section N
Apply it to your project — Numerical Modeling
Complete this using your own capstone project data. Every field is saved to your project record and routed to your advisor with this module's submission.
Inputs and sources
Every value needs a traceable source.
| Quantity | Value | Unit | Source / record |
|---|
Assumptions and consequences
| Assumption | Basis | Consequence if wrong |
|---|
Self-check before submission
Section O
Design challenge
Consulting challenge — Numerical Modeling
Your firm has been retained to deliver the numerical modeling scope for a municipal client on a compressed schedule. Produce the technical position your firm would defend at a public meeting.
Client request: The client wants a defensible recommendation, the basis of design, and an honest statement of what remains unresolved.
Constraints
- Adopted local code edition governs; no exceptions without written variance.
- Budget and schedule are fixed; scope changes require change control.
- Public safety and accessibility requirements are non-negotiable.
Deliverables
- One-page basis of design
- Supporting calculation extract
- Risk and limitation statement
Evaluation
- Technical correctness
- Standard compliance
- Clarity of engineering judgment
- Honest treatment of uncertainty
Section P
Documentation workspace
Write the report section for this module in the academic editor
Section Q
File uploads
Accepted: PDF, DOCX, XLSX, CSV, PNG, JPG, ZIP
No files uploaded yet.
Section R
Deliverable and advisor review
Numerical model documentation with mesh convergence study, GCI calculation, and verification benchmark.
Submissions route to your assigned faculty advisor and are scored independently by faculty and administrator rubrics.
Reflection
What was the hardest engineering judgment in this module, and how did you resolve it?
Section S
ABET outcome mapping
Numerical model documentation with mesh convergence study, GCI calculation, and verification benchmark. with advisor review and dual scoring.
Assessment: Faculty rubric score and administrator rubric score on this module's submission.
Rubric: Engineering design · Target: 70% of students at or above 'meets expectations'.
Numerical model documentation with mesh convergence study, GCI calculation, and verification benchmark. with advisor review and dual scoring.
Assessment: Faculty rubric score and administrator rubric score on this module's submission.
Rubric: Engineering design · Target: 70% of students at or above 'meets expectations'.
Section T
References and further study
ASME V&V 10-2019 (2019)
Adopted reference — cite section numbers, do not reproduce text.
ASME V&V 20-2009 (2009)
Adopted reference — cite section numbers, do not reproduce text.
Numerical Modeling — instructor design procedure
Course template for the calculation package format expected in the final report appendix.
NCEES FE Reference Handbook
Locate the equations used here and note the handbook section for exam recall.
Advisor meeting agenda item
Bring the unresolved decision from this module to your next weekly advisor meeting.