Titlebook: Creep in Structures; 3rd Symposium, Leice A. R. S. Ponter,D. R. Hayhurst Conference proceedings 1981 Springer-Verlag, Berlin, Heidelberg 19

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書目名稱Creep in Structures影響因子(影響力)




書目名稱Creep in Structures影響因子(影響力)學科排名




書目名稱Creep in Structures網絡公開度




書目名稱Creep in Structures網絡公開度學科排名




書目名稱Creep in Structures被引頻次




書目名稱Creep in Structures被引頻次學科排名




書目名稱Creep in Structures年度引用




書目名稱Creep in Structures年度引用學科排名




書目名稱Creep in Structures讀者反饋




書目名稱Creep in Structures讀者反饋學科排名

opinionated

GEN

A Critical Examination of Steady State Creep,f flow for which the true strain rate becomes relatively constant for a considerable period of time. This regime is customarily termed the “steady state” creep regime, and the existence of a measurable steady state flow for metals is widely accepted in both the materials and the mechanics communitie

upstart

On Constitutive Relations and Failure Criteria of an Austenitic Steel under Cyclic Loading at Elevaormation and subsequent creep deformation. Strain controlled tests have been used to determine the influence of strain range, the number of cycles and the dwell period. The implications for structural behaviour and the prediction of stress relaxation are discussed..Some of the tests have been extend

Neutral-Spine

The Creep of Moderately Thick Shells of Revolution Under Axisymmetrical Load, investigations on the creep of them. These investigations, however, are almost all concerned with the case of thin shells, and few studies on thick shells are reported except for simple geometry such as cylinders and spheres in spite of their importance in engineering..In the present paper the anal

ungainly

ungainly

Review of Session I,opic, and they represent a wide variety of approaches. With some over-simplification they might be labelled as Physical, Phenomenological, Philosophical, Engineering, Computational and Testing approaches, taken in order of presentation. They are all important to the development of our subject and, a

爵士樂

Some Observations on Reference Stresses, Skeletal Points, Limit Loads and Finite Elements,orkers. Whilst the Limit Load Reference Stress for a constant moment beam is essentially powerful the paper goes on to bring out its limitations for structures (e.g. a uniform cantilever) where a range of Reference Stresses may be more appropriate than a single stress and for structures which are st

alcohol-abuse

Representation of Constitutive Equations in Creep Mechanics of Isotropic and Anisotropic Materials, assumption of the existence of a creep potential, which can depend only on the basic or, alternatively, on the principal invariants of the stress tensor, if the material is isotropic. These invariants are the elements of the integrity basis for the orthogonal group. For anisotropic solids the repre

condone

The Continous Field of Damage and its Influence on the Creep Process in Concrete under Tensile Loade load in concrete bars is considered. It is shown that it is necessary to take into consideration the instantaneous damage. On the basis of the damage summation hypothesis, the integral presentation (3.3) of damage is introduced. Calculating the derivative ω the authors get the kinetic equation for