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ABAQUS°ïÖúÎĵµ10.7.1 Modeling discontinuities as an enriched feature using the extended finite element method ¿´¿´ÀïÃæÓÐûÓÐÄãÏëÒªµÄ
Defining damage evolution based on energy dissipated during the damage process
¸ù¾ÝËðÉ˹ý³ÌÖÐÏûºÄµÄÄÜÁ¿¶¨ÒåËðÉËÑݱä
You can specify the fracture energy per unit area, the damage process directly. Äú¿ÉÒÔÖ¸¶¨Ã¿µ¥Î»Ãæ»ýµÄ¶ÏÁÑÄÜÁ¿£¬
ÔÚË𻵹ý³ÌÖÐÖ±½ÓÏûÉ¢¡£
, to be dissipated during
Instantaneous failure will occur if ˲¼äʧЧ½«·¢Éú
is specified as 0.
However, this choice is not recommended and should be used with care because it causes a sudden drop in the stress at the material point that can lead to dynamic instabilities.
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The evolution in the damage can be specified in linear or exponential form. ËðÉ˵ÄÑݱä¿ÉÒÔÒÔÏßÐÔ»òÖ¸ÊýÐÎʽָ¶¨¡£ Linear form ÏßÐÔÐÎʽ
Assume a linear evolution of the damage variable with plastic displacement. You can specify the fracture energy per unit area,
.
¼ÙÉèËðÉ˱äÁ¿µÄÏßÐÔÑݱäÓëËÜÐÔÎ»ÒÆ¡£ Äú¿ÉÒÔÖ¸¶¨Ã¿µ¥Î»Ãæ»ýµÄ¶ÏÁÑÄÜÁ¿£¬ Then, once the damage initiation criterion is met, the damage variable increases according to
È»ºó£¬Ò»µ©Âú×ãËðÉËÆô¶¯±ê×¼£¬Ë𻵱äÁ¿¾Í»áÔö¼Ó
where the equivalent plastic displacement at failure is computed as
ÆäÖÐʧЧʱµÄµÈЧËÜÐÔÎ»ÒÆ¼ÆËãΪ
and is the value of the yield stress at the time when the failure criterion is reached.
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Therefore, the model becomes equivalent to that shown in Figure 24.2.3¨C2(b).
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The model ensures that the energy dissipated during the damage evolution process is equal to
only if the effective response of the material is perfectly
plastic (constant yield stress) beyond the onset of damage.
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*DAMAGE EVOLUTION, TYPE=ENERGY, Input File Usage:
SOFTENING=LINEAR
Abaqus/CAE Usage: Property module: material editor: Mechanical
Damage for Ductile Metalscriterion: SuboptionsDamage
Evolution: Type: Energy: Softening: Linear
ÊäÈëÎļþÓ÷¨£º*Ë𻵽ø»¯£¬ÀàÐÍ=ÄÜÁ¿£¬Èí»¯=ÏßÐÔ
Abaqus / CAEÓ÷¨£ºÊôÐÔÄ£¿é£º²ÄÁÏ±à¼Æ÷£º½ðÊôÈÍÐԵĻúеËðÉ˱ê×¼£º×ÓÑ¡ÏîËðÉËÑݱ䣺ÀàÐÍ£ºÄÜÁ¿£ºÈí»¯£ºÏßÐÔ Exponential form Ö¸ÊýÐÎʽ
Assume an exponential evolution of the damage variable given as
¼ÙÉèËðÉ˱äÁ¿³ÊÖ¸ÊýÑݱäΪ
The formulation of the model ensures that the energy dissipated during the damage evolution process is equal to
, as shown in Figure 24.2.3¨C3(a).
Ä£Ð͵ÄÖÆ¶¨È·±£ÁËÔÚËðÉËÑݱä¹ý³ÌÖÐÏûºÄµÄÄÜÁ¿µÈÓÚ£¬Èçͼ24.2.3-3£¨a£©Ëùʾ¡£ In theory, the damage variable reaches a value of 1 only asymptotically at infinite equivalent plastic displacement (Figure 24.2.3¨C3(b)).
ÀíÂÛÉÏ£¬ËðÉ˱äÁ¿½öÔÚÎÞÇî´óµÈЧËÜÐÔÎ»ÒÆÊ±½¥½ü´ïµ½1£¨Í¼24.2.3-3£¨b£©£©¡£ In practice, Abaqus/Explicit will set d equal to one when the dissipated energy reaches a value of
.
ÔÚʵ¼ùÖУ¬µ±ºÄÉ¢µÄÄÜÁ¿´ïµ½ÖµÊ±£¬Abaqus / Explicit½«dÉèÖÃΪµÈÓÚ1¡£
*DAMAGE EVOLUTION, TYPE=ENERGY, Input File Usage:
SOFTENING=EXPONENTIAL
Abaqus/CAE Usage: Property module: material editor: Mechanical
Damage for Ductile Metalscriterion: SuboptionsDamage
Evolution: Type: Energy: Softening: Exponential
ÊäÈëÎļþÓ÷¨£º*Ë𻵽ø»¯£¬ÀàÐÍ=ÄÜÁ¿£¬=ÐìÊÀÖ¸Êý
Abaqus / CAEÓ÷¨£ºÊôÐÔÄ£¿é£º²ÄÁÏ±à¼Æ÷£ºÈÍÐÔ½ðÊôµÄ»úеËðÉ˱ê×¼£º×ÓÑ¡ÏîËðÉËÑݱ䣺ÀàÐÍ£ºÄÜÁ¿£ºÈí»¯£ºÖ¸Êý
Figure 24.2.3¨C3 Energy-based damage evolution with exponential law: evolution of (a) yield stress and (b) damage variable
ͼ24.2.3-3»ùÓÚÄÜÁ¿µÄËðÉËÑÝ»¯ÓëÖ¸Êý¶¨ÂÉ£º£¨a£©Çü·þÓ¦Á¦ºÍ£¨b£©ËðÉ˱äÁ¿µÄÑÝ»¯