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The modeling of asphalt concrete behavior under monotonic loading plays an important role in investigating the low temperature behavior of pavement material.
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Although the behavior of EPS geofoam under monotonic loading conditions has been extensively studied using laboratory triaxial compression tests, little research has been done until present on the cyclic stress strain behavior of this material that is essential for optimizing and improving the seismic buffer function of EPS geofoam in geotechnical earthquake engineering applications.
SMM-PSFC (Hoffman 2010) was developed to simulate the entire behavior of PSFC elements under monotonic loading.
It consist of a cohesive envelop describing the behavior of an element under monotonic loading and an hysteresis loop accounts for the damage accumulation at each fatigue cycle.
The material law consists of a cohesive envelope describing the behavior of an element under monotonic loading and a hysteresis loop accounts for the damage accumulation at each fatigue cycle.
The approach is closely connected with the concept of deformation plasticity and relies upon the equivalence between the local behavior of a poroplastic material under monotonic loading process and that of an appropriate non-linear fictitious poroelastic behavior.
In this paper a simplified analytical model able to reproduce the flexural behavior of external beam column joints under monotonic loading is presented, to be used for pushover analysis.
The tensile behavior of this material model under monotonic loading was also investigated.
Since the PSFC beams were tested under monotonic loads, this validation and applicability of SCS program is only suitable in predicting the behaviour of PSFC structures under monotonic loading.
An experiment of testing four-point bending beams is proceeded in order to analyze mechanical behavior and electrical property of the designed beam under monotonic loading as well as the relationship between electrical property and fatigue damage under cyclic flexural loading.
In contrast to the apparent "work-hardening" behavior caused by the progressive propagation of shear band under monotonic loading, plastic softening occurs and then reaches saturation under cyclic compression.
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