Stretch limit

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The yield strength ( English yield strength , ) is a material parameter and refers to that voltage to which a material under uniaxial and moments free train stress no permanent plastic deformation which: ${\displaystyle R_{\mathrm {e} }}$ ${\displaystyle \sigma _{y}}$

• If the yield point is not reached, the material returns elastically to its original shape after the load is removed
• if the yield point is exceeded, a change in shape remains , i.e. an elongation in the case of a tensile specimen .

The yield point is often not clearly identifiable or not pronounced in the tensile test . Then “yield strengths” are used instead (see below, for example the frequently used 0.2% yield strength).

The characteristic values ​​corresponding to the yield point for other types of material stress are called crush , bending and torsion limit , which are also summarized under the umbrella term flow or elasticity limits. The greatest technical importance, however, is the yield point.

Measurement

The yield point is to be determined by means of a tensile test .

The yield strength ratio can be calculated from the yield strength and the tensile strength also determined in the tensile test : ${\displaystyle R_{\mathrm {m} }}$

${\displaystyle R_{\mathrm {e} }/R_{\mathrm {m} }}$

This gives the designer information about the distance between the onset of plastic deformation and failure of the material under quasi-static loading. The value plays an important role in screw connections , for example , where a higher value is generally desired, since permanent elongation after a load would mean loosening of the screw.

Yield point (= equivalent yield point)

schematic stress-strain diagram with continuous start of flow and entered 0.2% proof stress

In the case of technical materials, instead of the yield point, the 0.2% yield point or elasticity limit is usually specified, since (in contrast to the yield point) it can always be clearly determined from the nominal stress-total elongation diagram (often the yield point is actually meant, if the yield point is specified). The 0.2% proof stress is the (uniaxial) mechanical stress at which the permanent elongation (i.e. plastic elongation, hence the index ) based on the initial length of the specimen is exactly 0.2% after unloading . ${\displaystyle R_{\mathrm {p0,2} }}$ ${\displaystyle _{p}}$

At even higher loads , permanent plastic deformation occurs or the tensile strength is exceeded and the material fails due to breakage .

0.2% yield strengths of selected metal materials

Material group	alloy	0.2% proof stress in MPa
Copper alloys (approximate values)	E-Cu57	160
	CuZn37	250 ... 340
	CuZn39Pb3	250 ... 340
	CuNi1, 5Si	540
Magnesium alloys (approximate values)	CP Mg	40
	AZ91	110
	AM60	130
	WE54	200
	MgZn6Zr	250
Aluminum alloys (approximate values)	Al99.5	40
	AlMg1	100
	AlMg3	120
	AlMg4.5Mn	150
	AlMgSi0.5	190
	AlCu4PbMgMn	220 ... 250
	AlZnMgCu1.5	450
	AA 7175	525
Titanium alloys (approximate values)	CP Ti	220
	Ti-6Al-4V	924
	Ti-6Al-2Fe-0.1Si	960
	Ti-15Mo-3Nb-3Al-.2Si	1400
Structural steels	S235JR	235
	S275	275
	S355	355
	E360	360
Stainless steels (typical values)	WNr. 1.4301	190
	WNr. 1.4307	175
Reinforcing bars	BSt 420	420
	BSt 500	500
	BSt 550	550
Prestressing steels	St 1370/1570	1370
	St 1570/1770	1570
Quenched and tempered steels	C22	340
	C45	490
	C60	580
	42CrMo4	900
	34CrNiMo6	1000
Case hardening steels	C10E	430
	16MnCr5	630
	18CrNiMo7-6	685

Example "mountain rope"

For example, if a climbing rope made of polyamide (" nylon ") is put under tension, it will initially stretch by around 10%. If it is relieved, it will be shortened to its original length (elastic stretch below the yield point).

If the rope is more heavily loaded and if it stretches beyond the yield point, then it does not shorten completely even after the load is removed .

If it is loaded even more, the flow limit will be exceeded at some point . Then the material begins to change in spite of the constant force , it flows (= rearrangement of the molecular chains).

Pronounced yield strength

schematic stress-strain diagram with pronounced yield point

By impurity clouds, also Cottrellwolken which preferably in energetically favorable distortion fields around dislocations stop, there may be formation pronounced yield point. The following yield point effects in particular occur:

Upper yield point

The upper yield point (index = high = high, above) is caused by dislocations breaking loose and leaving the interstitial foreign atom clouds. Then the stress in the material drops to the lower yield point and the deformation continues with the Lüders elongation. ${\displaystyle R_{\mathrm {eH} }}$ ${\displaystyle _{\mathrm {H} }}$

This effect only occurs with unalloyed steels with a low carbon content.

Lower yield point

The lower yield point (index = low = low, below) is the result of dislocations tearing away in von Cottrell clouds . These dislocations can now be moved with significantly less energy, since the foreign atom clouds are no longer in the distortion range of the dislocations. This effect is a consequence of the occurrence of an upper yield point and at the same time the nominal stress at which the Lüders elongation takes place. ${\displaystyle R_{\mathrm {eL} }}$ ${\displaystyle _{\mathrm {L} }}$ ${\displaystyle R_{\mathrm {eH} }}$

Lüders expansion

As Luders strain  ε _L (after Klaus Lüders ) is a plastic strain component referred to, which is characterized by the movement of a displacement front through a component or a sample at constant stress. During the Lüders deformation, the nominal stress (and thus the applied force) remains almost constant at the lower yield point. The Lüders front is usually triggered by a local excessive stress ( notch , surface roughness , cross-sectional transition ) and then moves through the entire sample measurement section or up to a significant increase in cross-section. The deformation lines visible on the surface of a component are known as Lüders bands or flow figures .

This effect occurs in unalloyed and low-alloy under eutectoid steels, but also in copper and aluminum alloys, and is independent of the occurrence of an upper yield point.

If a sample is once stretched beyond the range of the Lüders elongation, then if the sample deformation is repeated in a timely manner, no more yield point effect or no more Lüders elongation occurs, since the dislocations have already torn away from the foreign atom clouds. For this reason deep-drawn sheets are often cold-rolled in advance in order to prevent the formation of flow shapes during the actual deep-drawing.

literature

• AH Cotrell : An Introduction to Metallurgy . Edward Arnold (Publishers), London 1967, especially p. 286 ff.
• Winfried Dahl : Mechanical Properties . In: Association of German Ironworkers (Ed.): Material Science, Steel Volume 1: Basics . Springer-Verlag, Berlin / Heidelberg / New York / Tokyo; Verlag Stahleisen , Düsseldorf 1984, pp. 235-400.
• Klaus Lüders , Gebhard von Oppen: Bergmann Schaefer: Textbook of Experimental Physics Volume 1: Mechanics, acoustics, heat . 12., completely reworked. Edition. de Gruyter, 2008.

Individual evidence

1. ↑ Magnesium alloys - extruded products and forgings. In: Otto-Fuchs.com. Archived from the original on June 17, 2009 ; accessed on May 16, 2019 .  (PDF; 446 kB)
2. ^ Properties of Aluminum Alloy AA 7175. efunda.com
3. ↑ Material data sheets Stainless austenitic chrome-nickel steel X5CrNI18-10 (PDF) dew-stahl.com
4. ↑ Material data sheets Stainless austenitic chrome-nickel steel with low carbon content X2CrNi18-9 (PDF) dew-stahl.com
5. ↑ ^{a b} tec-science: Tensile test in materials testing. In: tec-science. July 13, 2018, accessed on November 5, 2019 (German).