True Strain
Calculate the true (logarithmic) strain, ε = ln(1 + e), from the engineering strain e (dimensionless or fractional). While engineering strain uses the fixed initial length as reference, true strain integrates the instantaneous length changes, being additive and better suited to large plastic deformations such as in metal forming (rolling, extrusion, drawing). The result is the actual strain accumulated by the material. For small strains, ε ≈ e; the difference grows as strain increases. Enter the engineering strain.
Resultado
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Deformação verdadeira (logarítmica)
Quando um material é tracionado, há duas formas de expressar o quanto ele se deformou. A deformação de engenharia (e) usa sempre o comprimento inicial como referência: e = (L − L₀)/L₀. É simples, mas tem um problema em grandes deformações — ela não é aditiva: esticar de 1 para 1,5 e depois de 1,5 para 2 não dá a mesma deformação total que esticar direto de 1 para 2. A deformação verdadeira (ou logarítmica) resolve isso integrando as variações instantâneas de comprimento: ε = ∫dL/L = ln(L/L₀) = ln(1 + e). Como é uma soma de incrementos relativos, ela é aditiva e descreve corretamente o estado real do material. Por isso a deformação verdadeira é a grandeza usada em conformação mecânica — laminação, extrusão, trefilação, forjamento —, onde as deformações são enormes. Para deformações pequenas (até ~2–3%), ε ≈ e e a distinção é irrelevante; mas a 50% de deformação de engenharia, ε já é cerca de 0,405, uma diferença grande. Informe a deformação de engenharia para obter a verdadeira.
Related Tools
True Stress
Calculate the true stress, σ_t = s × (1 + e), from the engineering stress s (MPa) and the engineering strain e. Engineering stress uses the specimen's initial area, but during a tensile test the real cross-section shrinks; true stress corrects this using the instantaneous area (assuming constant volume in the uniform region), always giving a higher value than engineering stress. It is essential to build the true stress-strain curve and model strain hardening (σ = K·εⁿ). The result is in the same unit as the input stress. Enter the engineering stress and strain.
Percent Elongation
Calculate the percent elongation, A% = (L_f − L₀) ÷ L₀ × 100%, from the initial gauge length L₀ and the final length L_f measured after rupture in a tensile test (fitting the two halves of the specimen back together). The result, in %, is a direct measure of the material's ductility — how much it stretches before breaking. Ductile steels reach 20–40%; brittle materials, a few percent. Elongation depends on the gauge length used, so it is always quoted with it (e.g. A% over 50 mm). Enter the initial and final lengths.
Tensile Strength from Brinell Hardness
Estimate a carbon steel's tensile strength (Rm) from the Brinell hardness, Rm ≈ 3.45·HB, in MPa. There is a remarkably robust empirical correlation between hardness and strength in steels, which lets you estimate strength from a hardness test — fast, cheap and almost non-destructive — instead of a tensile test. Useful in inspection and quality control. Enter the Brinell hardness (HB).
Geosynthetic Tensile Stiffness
Calculate a geosynthetic's tensile stiffness (secant stiffness modulus), J = T ÷ ε, from the tensile force per unit width T (kN/m) and the corresponding strain ε (dimensionless, or ε/100 if in %); the result, in kN/m, is the stiffness. Unlike conventional materials, where stiffness is Young's modulus (stress/strain, in Pa), in geosynthetics the 'stress' is expressed per unit WIDTH (kN/m, since thickness is ill-defined and variable), so the stiffness J is also in kN/m. Tensile stiffness is fundamental in soil reinforcement design because geosynthetics only mobilize force when they DEFORM (stretch): the higher the stiffness J, the smaller the deformation needed to reach the required reinforcement force. This is crucial because reinforced-soil structures have ALLOWABLE deformation limits (a wall cannot bulge too much, an embankment cannot settle excessively) — so design is often controlled by stiffness (deformation) rather than strength (rupture). Modern reinforcement geosynthetics (polyester or HDPE geogrids) have high stiffness to limit deformations. Stiffness is measured in the wide-width tensile test, usually at a reference strain (2%, 5%). Enter the tensile force and the strain.
Train Movement Resistance (Davis)
Calculate a train's specific movement resistance by the Davis equation, R = A + B·V + C·V², from coefficient A (rolling resistance and mechanical friction, speed-independent), B (resistance proportional to speed, from flange friction and oscillations), C (aerodynamic resistance, proportional to speed squared) and the speed V (km/h). The Davis equation, from the 1920s and still standard in railway engineering, describes the total resistance to motion the locomotive must overcome on straight, level track, per unit weight (N/t or kgf/t). At low speed the constant and linear terms (friction) dominate; at high speed the quadratic aerodynamic term dominates, decisive for high-speed trains (hence their careful streamlining). Davis resistance, plus grade (gravity) and curve resistances, sets the required tractive effort, energy consumption and locomotive traction capacity. It is the basis of traction calculation and train performance. Enter coefficients A, B and C and the speed.
Counterweight Mass
Calculate an elevator's counterweight mass, M_cw = M_car + factor × Q_max, from the car mass, the balancing factor (typically 0.40 to 0.50) and the maximum load Q_max (kg). The result, in kg, is the mass that balances the car plus a fraction of the payload, so the motor works with the smallest average imbalance. A factor of 0.45 (45%) is common: it fully balances the car and 45% of the rated load, minimizing motor work both with a full and an empty car. Enter the car mass, the balancing factor and the maximum load.
The results provided by this tool are for general informational and educational purposes only and do not constitute professional, financial, medical, legal, tax or accounting advice. Always confirm important decisions with a qualified professional and official sources.