惯性聚合 高效追踪和阅读你感兴趣的博客、新闻、科技资讯
阅读原文 在惯性聚合中打开

推荐订阅源

Y
Y Combinator Blog
GbyAI
GbyAI
爱范儿
爱范儿
H
Hackread – Cybersecurity News, Data Breaches, AI and More
C
Check Point Blog
M
MIT News - Artificial intelligence
量子位
宝玉的分享
宝玉的分享
MongoDB | Blog
MongoDB | Blog
V
Visual Studio Blog
罗磊的独立博客
F
Fortinet All Blogs
美团技术团队
博客园_首页
博客园 - 【当耐特】
L
LangChain Blog
月光博客
月光博客
腾讯CDC
The Cloudflare Blog
D
Docker
博客园 - 聂微东
Stack Overflow Blog
Stack Overflow Blog
WordPress大学
WordPress大学
奇客Solidot–传递最新科技情报
奇客Solidot–传递最新科技情报

DEV Community

Authentication Security Deep Dive: From Brute Force to Salted Hashing (With Java Examples) Why AI Systems Don’t Fail — They Drift Spilling beans for how i learn for exam😁"Reinforcement Learning Cheat Sheet" I Replaced Chrome with Safari for AI Browser Automation. Here's What Broke (and What Finally Worked) How Python Borrows Other People's Work The $40 Architecture: Processing 1 Billion API Requests with 99.99% Uptime Vibe Coding: A Workflow Guide (From Zero to SaaS) Most webhook security guides protect the wrong side. The scary part is delivery. Headless CMS for TanStack Start: Build a Blog with Cosmic EU Age Verification App "Hacked in 2 Minutes" — What Actually Happened Comfy Cloud’s delete function does not actually remove files Running AI Models on GPU Cloud Servers: A Beginner Guide Event-driven media intelligence with AWS Step Functions and Bedrock I scored 500 AI prompts across 8 quality dimensions — here's what broke How to Call Google Gemini API from Next.js (Free Tier, No Backend Needed) The Portal Protocol: Reclaiming Human Connection in the Age of AI How to Fix Your Team's Scattered Knowledge Problem With a Self-Hosted Forum Intro to tc Cloud Functors: A Graph-First Mental Model for the Modern Cloud Designing Multi-Tenant Backends With Both Ownership and Team Access I Built a Neumorphic CSS Library with 77+ Components — Here's What I Learned PostgreSQL Performance Optimization: Why Connection Pooling Is Critical at Scale Cómo construí un SaaS multi-rubro para gestionar expensas en Argentina con FastAPI + Vue 3 🚀 I Built an Ethical Hacking Scanner Tool – Open Source Project I Replaced /usage and /context in Claude Code With a Single Statusline A Pythonic Way to Handle Emails (IMAP/SMTP) with Auto-Discovery and AI-Ready Design I Collected 8.9 Million Polymarket Price Points — Here's What I Found About How Markets Really Move EcoTrack AI — Carbon Footprint Tracker & Dashboard Everyone's Using AI. No One Agrees How. 5 self-hosted ebook managers worth trying in 2026 Building Your First AI Agent with LangChain: From Chatbot to Autonomous Assistant
Hertz Contact Stress: How to Predict Pressure Where Two S...
NovaSolver · 2026-05-22 · via DEV Community

NovaSolver

When a hardened steel ball rests on a flat plate, the entire load passes through a contact patch smaller than a pinhead. Intuitively you might expect the stress there to be enormous — and it is. A 100 N load, roughly the weight of a 10 kg mass, can generate more than 1 GPa of pressure inside that tiny spot. That is several times the yield strength of mild steel, yet well-designed parts survive millions of cycles. Understanding why is the entire point of Hertz contact theory.

This article walks through how to estimate contact pressure and contact size for curved bodies, works a full numerical example, and explains the subsurface stress that engineers most often forget.

Why this calculation matters

Contact stress decides the fate of a surprising range of machine elements: ball and roller bearings, gear teeth, cam-and-follower pairs, wheel-rail interfaces, and press fits. None of these fail because the average stress is high. They fail because a concentrated, repeated contact load drives fatigue cracks just below the surface.

If you size these components using nominal stress — load divided by some projected area — you will be wildly optimistic. The real contact area is tiny and load-dependent: it grows only as the cube root of force. So the pressure does not scale the way bulk-stress intuition suggests. You need contact mechanics to get a number you can defend in a design review.

The core formula

Heinrich Hertz solved the elastic contact problem in 1881 for smooth, frictionless, non-conforming bodies. For a sphere of radius R pressed onto a flat surface — a flat is just a sphere of infinite radius — three results matter.

First, combine the two materials into an effective modulus E*:

1 / E*  =  (1 - v1^2) / E1  +  (1 - v2^2) / E2

Enter fullscreen mode Exit fullscreen mode

Then the contact radius a:

a  =  ( 3 F R / (4 E*) ) ^ (1/3)

Enter fullscreen mode Exit fullscreen mode

And the maximum contact pressure p0, which sits at the center of the patch:

p0  =  3 F / (2 pi a^2)

Enter fullscreen mode Exit fullscreen mode

Two features are worth internalizing. The contact radius grows with the cube root of load, so doubling the force enlarges the patch by only about 26 %. And the peak pressure is exactly 1.5 times the mean pressure F/(pi a squared) — the pressure distribution is a hemisphere, not a flat block.

There is a third result that experienced engineers care about most. The largest shear stress does not occur at the surface. It sits roughly 0.48a below the surface and reaches about 0.31 p0. That buried shear peak is where rolling-contact fatigue cracks are born.

A worked example

Take a steel ball of radius R = 10 mm pressed onto a flat steel plate with a force F = 100 N. Both bodies are steel: E = 210 GPa, Poisson's ratio v = 0.3.

Step 1 — effective modulus.

1/E* = 2 x (1 - 0.3^2) / 210e9 = 1.82 / 210e9
E*   = 115.4 GPa

Enter fullscreen mode Exit fullscreen mode

Step 2 — contact radius.

a = ( 3 x 100 x 0.010 / (4 x 115.4e9) ) ^ (1/3)
a = ( 6.50e-12 ) ^ (1/3) = 1.87e-4 m = 0.187 mm

Enter fullscreen mode Exit fullscreen mode

Step 3 — maximum contact pressure.

p0 = 3 x 100 / (2 pi x (1.87e-4)^2) = 1.37e9 Pa = 1371 MPa

Enter fullscreen mode Exit fullscreen mode

So a modest 100 N load produces about 1.37 GPa of peak contact pressure inside a contact circle just 0.37 mm across. The maximum shear stress is roughly 0.31 x 1371 = 425 MPa, located about 0.09 mm beneath the surface. That subsurface number — not the surface pressure — is what you compare against the material's shear fatigue strength.

Common mistakes

Treating contact pressure as linear in load. It is not. Pressure scales with F to the power 1/3, because the patch grows as the load grows. Tripling the load raises peak pressure by only about 44 %.

Using yield strength as the limit. Hertzian contact routinely runs above the uniaxial yield stress without permanent damage, because the material under the patch is in triaxial compression. The governing limit is usually subsurface shear fatigue, not first yield.

Ignoring the second body's curvature. For two curved bodies, R is an effective radius combining both. Two convex surfaces give a smaller effective radius and a higher pressure; a ball in a conforming groove gives a larger one and a lower pressure.

Forgetting the smooth-surface assumption. Hertz theory assumes ideal elastic, frictionless, smooth surfaces. Real roughness concentrates load on asperities, so local peaks can far exceed the Hertzian p0. Treat the Hertzian value as a clean baseline, not a ceiling.

Try the interactive NovaSolver calculator

Working the cube roots by hand is fine once, but for design iteration it helps to see the contact patch and pressure update live as you change load, radius, and material. The Hertz contact stress calculator on NovaSolver does exactly that — enter the geometry and load, and it returns contact radius, peak and mean pressure, and the depth of maximum shear.

Related calculators

You can browse the full set in the structural contact tools hub.

Closing note

Hertz contact theory is one of those rare pieces of classical mechanics that is both elegant and immediately useful. The takeaways are simple: contact patches are tiny, contact pressures are high, pressure scales only with the cube root of load, and the damage usually starts below the surface. Get those four ideas right and most bearing, gear, and cam problems become tractable. Run your own numbers, check the subsurface shear, and let the surface pressure be the start of the analysis rather than the end of it.