1970
DOI: 10.1115/1.3408479
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Creep Problems in Structural Members

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Cited by 597 publications
(591 citation statements)
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“…Kachanov does not predict tertiary creep for conditions of constant stress. Rabotnov's contribution [10] was to couple the development of damage with the creep rate through an increase in stress associated with a reduction in load bearing area as the damage, by implication cavitation, developed. This leads to an accelerating creep rate (i.e.…”
Section: Effect Of Grain Boundary Cavitationmentioning
confidence: 99%
See 1 more Smart Citation
“…Kachanov does not predict tertiary creep for conditions of constant stress. Rabotnov's contribution [10] was to couple the development of damage with the creep rate through an increase in stress associated with a reduction in load bearing area as the damage, by implication cavitation, developed. This leads to an accelerating creep rate (i.e.…”
Section: Effect Of Grain Boundary Cavitationmentioning
confidence: 99%
“…[8] There have also been several attempts to develop equations that reflect the mechanisms influencing creep deformation. Kachanov [9] and Rabotnov [10] expressed creep rate as a function of an undefined damage parameter; others extended this approach to the development of equations that reflected specific types of damage that were material and load/temperature specific. [11] All of these approaches lead to multi-parameter representations, which are calibrated against mechanical property data.…”
Section: Introductionmentioning
confidence: 99%
“…time) as it is assumed in Section 3. Nevertheless, looking through the proofs (see [1]) of statements recalled in Section 3, one can see that all estimates could be justified also for right-hand side functions, integral kernels (after integration) and instantaneous elastic coefficient from…”
Section: Space-time Finite Element Approximation and Numerical Solutionmentioning
confidence: 99%
“…(ii) The a hk i j (x, t, τ ) may also be kernels of the Abel type (e.g., relaxation kernels of concrete, rocks [1], polymers [2]):…”
Section: Definition Of the Problemmentioning
confidence: 99%
“…One of the most popular is the Robinson model (rule) of linear accumulation of partial life-times, (Robinson, 1938(Robinson, , 1952) (see also e.g. Rabotnov, 1969;Penny and Marriott, 1971), which allows to calculate the life-time t * = t * (σ) under a variable process σ(τ ) from the durability diagram under constant loads, t * 0 (σ), by equation ∫ t * 0 dτ t * 0 (σ(τ )) = 1.…”
Section: Introductionmentioning
confidence: 99%