Results 131 to 140 of about 526 (174)
Evaluation of the Shakedown Behavior of Unbound Granular Base Materials
Geo-Frontiers 2011, 2011 The shakedown theory concept has been successfully used to characterize the response of unbound granular base materials in a pavement structure. Within this concept, two stress limits are used to comprehensively describe the behavior of granular base materials under cyclic loading: an elastic shakedown limit, below which the material will eventually ...
Munir D. Nazzal +2 more
openaire +2 more sources
Shakedown Behavior of a Two-Layer Beam Considering Ductile Damage Under Thermo-Mechanical Loadings
ASME 2010 Pressure Vessels and Piping Conference: Volume 3, 2010 In this paper, the nonlinear kinematic hardening material based on Armstrong-Fredrick model coupled with ductile damage was used to estimate the shakedown behavior of a two-layer beam under constant bending moment and cyclic temperature loads. The shakedown limit loads were determined by the accumulation of plastic straining after enough cycles under ...
Xiao-Tao Zheng, Fu-Zhen Xuan
openaire +2 more sources
Influence of shear yield strength of rail material on the shakedown limit in shakedown map
Tribology InternationalRail materials with different shear yield strengths can exhibit different rolling contact fatigue (RCF) damage response during cyclic contact loading.
Zhiyong Shi, Haohao Ding, Enrico Meli
exaly +2 more sources
Some of the next articles are maybe not open access.
Related searches:
Related searches:
Permanent Deformation Behavior of Granular Materials and the Shakedown Concept
Transportation Research Record: Journal of the Transportation Research Board, 2001The shakedown concept has been used to describe the behavior of conventional engineering structures under repeated cyclic loading. The possibility has been raised that a critical stress level exists between stable and unstable conditions in pavement. According to the “shakedown” concept, this level is termed the “shakedown limit.” Several repeated load
Sabine Werkmeister +2 more
openaire +1 more source
Shakedown behaviors of railway ballast under cyclic loading
Construction and Building Materials, 2017Abstract Based on laser scanning technique and discrete element program, the fine mesoscopic model of irregular ballast particles was simulated well by series of bonded disc clusters, then the large-scale static and cyclic loading tests were used to determine the parameters of the discrete element model.
Junhua Xiao, De Zhang, Kai Wei, Zhe Luo
openaire +1 more source
Seismic behavior of slopes by lower bound dynamic shakedown theory
Computers and Geotechnics, 2012Abstract Lower bound dynamic shakedown theory is a limit state method. It is employed herein to investigate the safety, which is associated with permanent displacement, of slopes under repeated dynamic loads, mainly earthquakes. An efficient numerical method, previously applied to the static shakedown of pavements, is extended to the dynamic ...
Mohammad Reza Arvin +2 more
openaire +1 more source
A numerical approach for predicting shakedown limit in ratcheting behavior of materials
Materials & Design, 2013Abstract Studying the ratcheting and shakedown behavior of materials under cyclic loading is significant for controlling structural deformation and improving the service lifetime of materials. In this study, cyclic loading tests were performed on DH36 steel at room temperature under various conditions while evaluating the effects of the loading ...
Yang Sun +3 more
openaire +1 more source
Shakedown Behavior of Yellow River Alluvial Silt Stabilized with Lignin–Lime Combined Additive
Journal of Materials in Civil Engineering, 2020AbstractThe utilization of Yellow River alluvial silt as the main filler for railway embankments can lead to a series of embankment problems.
Xiaofeng Zhang +4 more
openaire +1 more source
Construction and Building Materials, 2021
Abstract Coarse-grained soil is widely used as a filling material in the railway subgrade to provide foundational support to the long-term effects of dynamic (cyclic) train loads transmitted by the track structure. Despite this wide usage, there is limited literature on its permanent deformation behavior characterization under different magnitudes of
Kangyu Wang, Yan Zhuang
openaire +1 more source
Abstract Coarse-grained soil is widely used as a filling material in the railway subgrade to provide foundational support to the long-term effects of dynamic (cyclic) train loads transmitted by the track structure. Despite this wide usage, there is limited literature on its permanent deformation behavior characterization under different magnitudes of
Kangyu Wang, Yan Zhuang
openaire +1 more source
Volume 6: Ceramics; Controls, Diagnostics and Instrumentation; Education; Manufacturing Materials and Metallurgy; Honors and Awards, 2015
The creep life computation of gas turbine hot section components using any damage modeling technique requires typical inputs of stress and temperature under actual engine operating conditions. The magnitude of these inputs is governed by the static or dynamic transient loading conditions that a component may be subjected to during service.
Jun Zhao +2 more
openaire +1 more source
The creep life computation of gas turbine hot section components using any damage modeling technique requires typical inputs of stress and temperature under actual engine operating conditions. The magnitude of these inputs is governed by the static or dynamic transient loading conditions that a component may be subjected to during service.
Jun Zhao +2 more
openaire +1 more source