A mathematical model of damage accumulation taking into account microstructural effects

1993 ◽  
Vol 4 (3) ◽  
pp. 225-240 ◽  
Author(s):  
G. I. Barenblatt ◽  
V. M. Prostokishin

It is shown that the influence of microstructure in the damage accumulation process leads to a nonlinear diffusion effect, with a strongly stress-dependent diffusion coefficient. A nonlinear parabolic equation with a source term is obtained for the damage parameter. This equation is relevant to blow-up and quenching problems well known to mathematicians with rupture corresponding to blow-up or quenching. However, the damage accumulation equation possesses an additional nonlinearity due to the non-healing of damage. Depending on the value of a dimensionless constant parameter (the ratio of a properly defined microstructural length-size to a characteristic length-size of the initial damage distribution), two essentially different types of damage accumulation process appear to be possible for a given initial damage distribution over the bar length. In processes of the first type, the damage accumulation remains non-homogeneous over the length of the bar, so that the lifetime for the whole specimen is determined by the maximal initial damage within the bar. For processes of the second type the damage distribution over the specimen at first becomes homogeneous (at least in a considerable part of specimen), and then the damage accumulation proceeds uniformly over all or part of the specimen. The lifetime for processes of the second type is essentially longer than the first. Results of a numerical experiment based on the proposed model are presented. In particular, the origin and development of damage propagation waves is demonstrated. Also, it is demonstrated that when there is substantial damage transfer, the ultimate value of the damage parameter in the life-time calculation is of no significance.

2020 ◽  
Vol 86 (10) ◽  
pp. 46-55
Author(s):  
S. I. Eleonsky ◽  
Yu. G. Matvienko ◽  
V. S. Pisarev ◽  
A. V. Chernov

A new destructive method for quantitative determination of the damage accumulation in the vicinity of a stress concentrator has been proposed and verified. Increase of damage degree in local area with a high level of the strain gradient was achieved through preliminary low-cycle pull-push loading of plane specimens with central open holes. The above procedure is performed for three programs at the same stress range (333.3 MPa) and different stress ratio values 0.33, – 0.66 and – 1.0, and vice versa for two programs at the same stress ratio – 0.33 and different stress range 333.3 and 233.3 MPa. This process offers a set of the objects to be considered with different degree of accumulated fatigue damages. The key point of the developed approach consists in the fact that plane specimens with open holes are tested under real operation conditions without a preliminary notching of the specimen initiating the fatigue crack growth. The measured parameters necessary for a quantitative description of the damage accumulation process were obtained by removing the local volume of the material in the form of a sequence of narrow notches at a constant level of external tensile stress. External load can be considered an amplifier enhancing a useful signal responsible for revealing the material damage. The notch is intended for assessing the level of fatigue damage, just as probe holes are used to release residual stress energy in the hole drilling method. Measurements of the deformation response caused by local removing of the material are carried out by electronic speckle-pattern interferometry at different stages of low-cycle fatigue. The transition from measured in-plane displacements to the values of the stress intensity factor (SIF) and the T-stress was carried out on the basis of the relations of linear fracture mechanics. It was shown that the normalized dependences of the stress intensity factor on the durability percentage for the first notch (constructed for four programs of cyclic loading with different parameters), reflect the effect of the stress ratio and stress range of the loading cycle on the rate of damage accumulation. The data were used to obtain the explicit form of the damage accumulation function that quantitatively describes damage accumulation process. The functions were constructed for different stress ratios and stress ranges.


Author(s):  
Peng Huang ◽  
Jixiong Zhang ◽  
Ntigurirwa Jean Damascene ◽  
Zhaojun Wang ◽  
Meng Li

2017 ◽  
Vol 20 (2) ◽  
pp. 24
Author(s):  
V N Anferov ◽  
A P Tkachuk ◽  
A V Zaitsev

Рассмотрен метод определения ресурса спироидного редуктора в приводе кабелесборочного механизма электропогрузчика. Метод основан на учете конкретных условий эксплуатации электропогрузчикав процессе выполнения погрузочно-разгрузочных работ и, как следствие, режимов нагружения кабелесборочного механизма. Электропогрузчики широко применяются в промышленности, на транспорте, в строительстве и горном производстве при проведении погрузочно-разгрузочных работ. Одним из самых распространенных видов являются универсальные электропогрузчикис приводом от аккумуляторных батарей. Наиболее часто их используют для погрузочных и разгрузочных работ в крытых складских помещениях. В результате расчетов получен прогнозируемый ресурс спироидного мотор-редуктора кабелесборочного механизма при постоянном и переменном режимах нагружения, с учетом предельного износа зубьев спироидного колеса и продолжительности цикла работы кабелесборочного механизма. Метод учитывает основные характеристики процесса выполнения рабочего цикла электропогрузчиком при транспортировании, погрузке и выгрузке грузов. Данные характеристики учитываются соответствующей усредненной тахограммой рабочего цикла электропогрузчика. Результаты расчетов прогнозируемого ресурса по данному методу позволяют на этапах проектирования кабелесборочного механизма более точно спрогнозировать ресурс спироидного мотор-редуктора с учетом режима нагружения, а также условий эксплуатации электропогрузчика.


2007 ◽  
Vol 348-349 ◽  
pp. 369-372
Author(s):  
Xiang Dong Wang ◽  
Wei Xuan Zhu ◽  
Ai Min Deng ◽  
Dong Zhou ◽  
Dao Yuan Xu

Damage parameter of concrete is widely used in design and construction of concrete structures. An experimentation method has been designed, which can simulate the initial damage by mixed initiator into concrete. Damage parameter can be obtained in laboratory with standard specimens. But practical structure is very large. It is not rational to use this parameter in practical structures. So size effect on damage parameter is studied. It is concluded that initial damage and summit damage grow with the increase of structure size, but the growth rate becomes gentle with size increasing. When the size is larger than 500 mm×500 mm, the growth rate is less than 15‰, so the results obtained from specimen in 500 mm×500 mm can be used for mass concrete structures.


Sign in / Sign up

Export Citation Format

Share Document