Capacitance-based stress self-sensing effectiveness of a model asphalt without functional component

  title={Capacitance-based stress self-sensing effectiveness of a model asphalt without functional component},
  author={Murat Ozturk and D. D. L. Chung},
  journal={Construction and Building Materials},
  • M. Ozturk, D. Chung
  • Published 2 August 2021
  • Engineering
  • Construction and Building Materials
5 Citations

Self‐stress and deformation sensing of electrically conductive asphalt concrete incorporating carbon fiber and iron tailings

Asphalt road gradually deteriorates in serviceability with insignificant damage. The deterioration begins with microcracks and continues until structural failure. To facilitate early damage

Capacitance-Based Self-Sensing Cement-Based Composite Produced by Traditional Methods

Bu çalışmada, çimento hamurunun kapasitans tabanlı kendiliğinden algılama özelliği incelenmiştir. Çimento hamurlarına sürekli ve süreksiz yükleme döngüleri (minimum gerilme 6 kPa, maksimum gerilme 36



Self-sensing concrete: from resistance-based sensing to capacitance-based sensing

ABSTRACT Self-sensing uses the cement-based material without sensor incorporation to sense itself. This paper reviews self-sensing cement-based materials, with coverage of the well-studied

Self-monitoring application of asphalt concrete containing graphite and carbon fibers

The self-monitoring application of asphalt concrete containing graphite and carbon fibers using indirect tensile test and wheel rolling test were introduced. The experiment results indicate that this

Frequency analysis of stress relaxation dynamics in model asphalts.

Computing complex modulus from molecular dynamics simulation results for two different model asphalts whose compositions each resemble the Strategic Highway Research Program AAA-1 asphalt in different ways suggests some overlap among results at different temperatures for less high frequencies, with an interdependence consistent with the empirical Christensen-Anderson-Marasteanu model.

Nonlinear viscoelastic analysis of asphalt cement and asphalt mastics

The nonlinear viscoelastic (NLVE) behaviour of asphalt cement and asphalt mastic are studied using temperature and frequency sweep tests and repeated stress sweep cyclic load tests. These experiments

Nonlinear viscoelastic behavior of asphalt concrete in stress relaxation

It is accepted that asphalt concrete for paving roads us a viscoelastic material. For engineering purposes, the stress-strain relationship for asphalt concrete has been assumed to be linear

Characterization of Asphalt Mixture Moduli under Different Stress States

The standardization model for tensile and compressive characteristics of asphalt under diverse stress states was established based on the sample preparation, modulus ratio variations, and loading frequency ratio, and realizes the unification of different modulus test results.

Viscoelastic Model of Asphalt Mixtures under Repeated Load

AbstractRepeated loading test has been widely used to simulate the true stress state of pavement materials under traffic loading with more accuracy. In this paper, a half-sinusoidal load with 0.1-s

Viscoplastic response and modeling of asphalt-aggregate mixes

The strain response of asphalt-aggregate mixes to applied stresses is decomposed additively into a viscoelastic part and a viscoplastic part. The paper focuses on the response and modeling of the