Results 281 to 290 of about 3,700,789 (338)
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1948
In recent years there has been a concerted effort by highway and airport engineers to develop methods of evaluating the supporting power of subgrades, base courses, and finished pavement designs by means of loading or bearing tests. From the investigations and testing programs of the various engineering organizations in charge of pavement design and ...
Jean E. Hittle, W. H. Goetz
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In recent years there has been a concerted effort by highway and airport engineers to develop methods of evaluating the supporting power of subgrades, base courses, and finished pavement designs by means of loading or bearing tests. From the investigations and testing programs of the various engineering organizations in charge of pavement design and ...
Jean E. Hittle, W. H. Goetz
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Microcracking Behavior of Gabbro During Monotonic and Cyclic Loading
Rock Mechanics and Rock Engineering, 2021S. Ghasemi +4 more
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Crack growth under cyclic loads
Journal of Applied Mechanics and Technical Physics, 1972A l a r g e p r o p o r t i o n of f a i l u r e s of mach ine p a r t s is a s s o c i a t e d with the p ropaga t i on of fa t igue c r a c k s . In such c a s e s the " l i fe" of a p a r t counted f rom the ins tan t of c r a c k nuc lea t ion cons t i tu tes a c o n s i d e r a b l e p a r t of i t s total t i m e t o r u p t u r e . Fa t igue f r
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CYCLIC LOADING OF THERMAL STRESSES
Journal of Thermal Stresses, 2001The isotropic and kinematic hardening theories of plasticity are used to evaluate the cyclic loading behavior of structures under thermal stresses. The material of the structures used in this article is assumed to follow nonlinear strain hardening property. The material's strain hardening curve in tension and compression is assumed to be both identical
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Plastic-Damage Model for Cyclic Loading of Concrete Structures
, 1998Jeeho Lee, G. Fenves
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Bulletin of Engineering Geology and the Environment, 2020
Roohollah Shirani Faradonbeh +2 more
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Roohollah Shirani Faradonbeh +2 more
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Soil Behaviour under Cyclic Loading
2008Fundamental characteristics of soil behaviour during earthquakes are reviewed; field and laboratory evidences of non linearities and energy dissipation mechanisms are presented. Different kinds of soil constitutive models are discussed with special emphasis on the equivalent linear viscoelastic model commonly used in engineering practice.
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