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    Compression Behavior and Material Parameters of Radiata Pine at Different Orientations to the Grain

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 010
    Author:
    Steffen Franke
    ,
    Pierre Quenneville
    DOI: 10.1061/(ASCE)MT.1943-5533.0000699
    Publisher: American Society of Civil Engineers
    Abstract: For investigations using finite-element methods, e.g., connection details under compression stresses, one needs to know not only the compression strength, but also the complete stress-strain behavior, including the hardening of the wood for all directions. Up to now, only a limited amount of information is available for corresponding values and data for New Zealand Radiata Pine. To gather this missing information, comprehensive compression tests were carried out at the University of Auckland, New Zealand. This includes different load-to-grain angles as well as different load-to-annual ring directions. The results are presented and provided in this paper. According to the different testing standards, including different test methods and different evaluation methods, the tests were done using different loading configurations. Both the stress-strain behavior, including softening or hardening parts, as well as the material properties, using different evaluation methods, are analyzed and described. The test results are also compared with the currently used material strength values of the New Zealand design standard. The presented results and information are a comprehensive basis for future research, especially numerical investigations, and can also serve authors of design codes.
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      Compression Behavior and Material Parameters of Radiata Pine at Different Orientations to the Grain

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67093
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    contributor authorSteffen Franke
    contributor authorPierre Quenneville
    date accessioned2017-05-08T21:56:17Z
    date available2017-05-08T21:56:17Z
    date copyrightOctober 2013
    date issued2013
    identifier other%28asce%29mt%2E1943-5533%2E0000733.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67093
    description abstractFor investigations using finite-element methods, e.g., connection details under compression stresses, one needs to know not only the compression strength, but also the complete stress-strain behavior, including the hardening of the wood for all directions. Up to now, only a limited amount of information is available for corresponding values and data for New Zealand Radiata Pine. To gather this missing information, comprehensive compression tests were carried out at the University of Auckland, New Zealand. This includes different load-to-grain angles as well as different load-to-annual ring directions. The results are presented and provided in this paper. According to the different testing standards, including different test methods and different evaluation methods, the tests were done using different loading configurations. Both the stress-strain behavior, including softening or hardening parts, as well as the material properties, using different evaluation methods, are analyzed and described. The test results are also compared with the currently used material strength values of the New Zealand design standard. The presented results and information are a comprehensive basis for future research, especially numerical investigations, and can also serve authors of design codes.
    publisherAmerican Society of Civil Engineers
    titleCompression Behavior and Material Parameters of Radiata Pine at Different Orientations to the Grain
    typeJournal Paper
    journal volume25
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000699
    treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 010
    contenttypeFulltext
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