Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

    Influence of start temperature on tensile stress testing of restrained asphalt concrete specimens

    New search for: Dejan Hribar
    New search for: Marjan Tušar
    New search for: Bernhard Hofko
    New search for: Ronald Blab

    This paper presents the result of the Tensile Stress Restrained Specimen Tests on specimens of asphalt concrete AC 8 with bitumen 50/70 depending on two starting temperatures of +10 °C and +20 °C. The analysis of the results shows that there is only a non significant difference between these two start temperatures and the results are within the limit of standard precision. On the other hand, there is a difference between the results of two laboratory TU Wien and ZAG Ljubljana, who carried out the tests in accordance with EN 12697-46 at start temperature +20 °C.

    Access

    Download

    Access

    Download

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Influence of start temperature on tensile stress testing of restrained asphalt concrete specimens

    New search for: Dejan Hribar
    New search for: Marjan Tušar
    New search for: Bernhard Hofko
    New search for: Ronald Blab

    This paper presents the result of the Tensile Stress Restrained Specimen Tests on specimens of asphalt concrete AC 8 with bitumen 50/70 depending on two starting temperatures of +10 °C and +20 °C. The analysis of the results shows that there is only a non significant difference between these two start temperatures and the results are within the limit of standard precision. On the other hand, there is a difference between the results of two laboratory TU Wien and ZAG Ljubljana, who carried out the tests in accordance with EN 12697-46 at start temperature +20 °C.

    Access

    Download

    Influence of start temperature on tensile stress testing of restrained asphalt concrete specimens

    New search for: Dejan Hribar
    New search for: Marjan Tušar
    New search for: Bernhard Hofko
    New search for: Ronald Blab

    This paper presents the result of the Tensile Stress Restrained Specimen Tests on specimens of asphalt concrete AC 8 with bitumen 50/70 depending on two starting temperatures of +10 °C and +20 °C. The analysis of the results shows that there is only a non significant difference between these two start temperatures and the results are within the limit of standard precision. On the other hand, there is a difference between the results of two laboratory TU Wien and ZAG Ljubljana, who carried out the tests in accordance with EN 12697-46 at start temperature +20 °C.

    Access

    Download

    Access

    Download

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    Influence of start temperature on tensile stress testing of restrained asphalt concrete specimens

    Contributors:

    Dejan Hribar (author) / Marjan Tušar (author) / Bernhard Hofko (author) / Ronald Blab (author)

    Published in:

    Građevinar, Vol 65, Iss 11., Pp 987-992 (2013)

    Publication date:

    2013

    ISSN:

    0350-2465 , 1333-9095

    DOI:

    https://doi.org/10.14256/JCE.927.2013

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    Unknown

    Keywords:

    Engineering (General). Civil engineering (General) , TA1-2040

    Metadata by DOAJ is licensed under ​CC BY-SA 1.0

    Similar titles

    Numerical simulation and assessment of self-induced tensile stress in steel ring restrained concrete specimens

    Ma, X. / Hooton, R.D. / International Union of Testing and Research Laboratories for Materials and Structures | British Library Conference Proceedings | 2006

    Assessing residual stress development and stress relaxation in restrained concrete ring specimens

    Hossain, Akhter B. | Online Contents | 2004

    Low-Temperature Binder Specification Development: Thermal Stress Restrained Specimen Testing of Asphalt Binders and Mixtures

    Roy, S. D. / Hesp, S. A. M. | British Library Online Contents | 2001

    Prediction of Low-Temperature Cracking of Asphalt Concrete Mixtures with Thermal Stress Restrained Specimen Test Results

    Zubeck, H. K. / Vinson, T. S. | British Library Online Contents | 1996

    Induced Tensile Stresses in Restrained Shrinking Concrete Masonry

    Hughes, T. G. / Harvey, R. J. / British Masonry Society | British Library Conference Proceedings | 1995

    Back to top