نتایج جستجو برای: strain model

تعداد نتایج: 2291514  

A. Najafizadeh M. Imaninezhad, T. Yan

Austenite is a semi-stable phase in most stainless steels that deforms to martensite under Md30 and forms martensitetype ά and ε due to the deformation in the steels. Since the distribution of strain induced martensite plays animportant role in achieving desired properties, the main objective of the present work is to model martensitedistribution of ά during cold rolling using...

Journal: :علوم و تکنولوژی پلیمر 0
میرحمیدرضا قریشی

this research work is devoted to experimental and theoretical evaluations of a hybrid constitutive model which was designed to simulate the mechanical behavior of a tread rubber compound. the model is a combination of yeoh hyperelastic model with a strain-rate hysteresis model developed by bergstrom and boyce. the parameters of the yeoh model were calibrated from experimental data of the astm d...

Journal: :iranian journal of veterinary research 2007
m. tabatabaei g. r. moazzeni jula a. r. jabbari m. esmailzadeh

haemorrhagic septicaemia (hs) is a fatal systemic disease of cattle and buffaloes. some control isachieved with administration of alum-precipitated or oil-adjuvanted killed whole-cell vaccines injectedsubcutaneously. these vaccines, however, provide only short-term immunity and for effective use, theyshould be administered annually. we constructed an aroa attenuated derivative of a pasteurella ...

Journal: :Coastal Engineering Proceedings 1976

Journal: :Proceedings of the National Academy of Sciences 2013

Anisotropy of sand is mainly due to the geometrical arrangement of particles that depends on the orientation of applied load respect to the bedding plane. It is geologically due to micro-fabric created by the arrangement of the particles configured during deposition. Most of the models develop using stress/strain invariants are not capable of identifying this kind of anisotropy. This is mainly ...

Journal: :international journal of advanced structural engineering 2009
gian piero lignola andrea prota gaetano manfredi edoardo cosenza

reliable stress-strain behavior of concrete is necessary particularly when a member is subjected to combine bending and axial load and confinement effects should be accounted for. a unified theory for confinement of circular hollow sections is proposed herein, that can be extended to the case of solid and noncircular sections. the main aim of the model is to trace step-by-step the evolution of ...

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