VDI 2230 (009): Full Worked Example (ESV)

A full VDI 2230 tapped thread joint (ESV/TTJ) worked example. Compared with the previous DSV example, it highlights the key ESV differences in the resilience calculation, the supplement to the clamped-part resilience in the load factor, the nut-region elastic modulus and the length of engagement check, and lists every input you need to re-run the case in the calculator.

2026-04-20 · von Berg

VDI 2230 (008): Full Worked Example (DSV)

A full VDI 2230 through-bolt joint (DSV) worked example, going through R0–R13 in all 14 steps. It includes the specific input parameters, the intermediate result of each step and the final safety factors, ties the theory of the previous 7 articles into one calculation chain, and lists every input you need to re-run the case in the calculator.

2026-04-20 · von Berg

VDI 2230 (007): The Six Strength Checks R7–R13

The lower half of the VDI 2230 calculation chain — six strength checks (assembly stress, service stress, fatigue, bearing pressure, engagement depth, slip) plus the tightening torque R13. Each check's physical meaning, formula and safety factor explained one by one.

2026-04-20 · von Berg

VDI 2230 (006): Preload Design R1–R6

The upper half of the VDI 2230 calculation chain R1–R6 explained: the tightening factor αA, the three sources of the minimum clamping force FKerf, the choice of force-ratio Φ formula, preload loss (embedding + thermal expansion), and the derivation of the minimum and maximum assembly preload.

2026-04-20 · von Berg

VDI 2230 (005): Clamped-Parts Resilience δP and the Cone Model

VDI 2230 uses an equivalent deformation cone (Ersatzverformungskegel) to model the compression zone of the clamped parts. This article explains the cone-angle formula, the cone-plus-sleeve combined model, multi-layer plate handling, and the key differences between DSV and ESV.

2026-04-20 · von Berg

VDI 2230 (004): Bolt Elastic Resilience δS Explained

VDI 2230 breaks a real bolt into a chain of series cylindrical segments to compute its total elastic resilience δS. This article walks through the substitutional lengths and resilience formulas of the head, shank, free thread, engaged thread and nut region one by one, and explains the difference between DSV and ESV.

2026-04-20 · von Berg

VDI 2230 (003): Spring Model and Force Distribution

A detailed look at the core physical model of VDI 2230: the spring model (Federmodell), the elastic resiliences δS and δP, the joint diagram (Verspannungsschaubild), the physical meaning of the force ratio Φ, and the full derivation logic of the main equation Eq.16.

2026-04-20 · von Berg

VDI 2230 (002): Scope and Standard Positioning

The applicability conditions of VDI 2230 Blatt 1, the interface limiting dimension G, the family of standards it depends on, and the implicit premise about how force is transmitted. Making clear what the standard can and cannot compute, so you avoid applying it blindly in the wrong scenario.

2026-04-20 · von Berg

VDI 2230 (001): Why Systematic Calculation?

VDI 2230 is the globally recognized standard for the systematic calculation of high-strength bolted joints. This article explains the shortcomings of a simple strength check, the 14-step VDI 2230 calculation chain and the physical meaning of its main equation, to help engineers see why systematic bolt calculation is necessary.

2026-04-20 · von Berg

Bolt Pre-selection (004): A Physical Look at Bearing Pressure

Why does a bolted joint fail as a whole when the surface is only crushed a tiny bit? This article uses the model of a 'stretched rubber band clamping a sponge' to see through the mechanics of the bearing-pressure check: from microscopic peak crushing and macroscopic embedding (Setzen), to the elastic recoil that causes an irreversible loss of preload (clamping force), to the chain failure of loosening and fatigue fracture — and gives engineering measures such as controlling the limiting surface pressure and enlarging the bearing area.

2026-04-13 · von Berg