Author: D. J. BurrowsPublisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 17
Book Description
Benchmark Tests in Thermal Stress Analysis Using Finite Element Methods
Author: D. J. BurrowsPublisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 17
Book Description
Benchmark Tests in Thermal Stress Analysis
Author: D. J. BurrowsSpecification of Benchmark Tests for Thermal Stress Analysis
Author: D. J. BurrowsPublisher:
ISBN:
Category : Finite element method
Languages : en
Pages :
Book Description
Development of Experimental Testing Programs to Verify Thermal Stress Analysis
Author: B. E. GatewoodPublisher:
ISBN:
Category : Buckling (Mechanics)
Languages : en
Pages : 108
Book Description
This report contains a bibliographical list for test data on thermal stress testing, and evaluation of the reports in the list in a set of tables, and a list of proposed experimental tests to verify certain theoretical method of thermal stress analysis. Six of the proposed test programs, beam test fixture with circular plate test, plate bending test fixture redundant truss test, curved beam test, and a joint test with mixed materials, are described in detail.
Specification of Benchmark Tests for Thermal Analysis
Author: D. J. BurrowsBenchmark Test for Thermal Analysis (Summary)
Author: J. A. CaseyBenchmark Tests for Thermal Analysis
Author: A. D. CameronPublisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 30
Book Description
NASA Technical Memorandum
Author: Low-temperature Cracking
Author: Hannele K. KanervaPublisher: National Research Council
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 132
Book Description
The purpose of the field validation program was to evaluate the thermal stress restrained specimen test (TSRST) as the accelerated performance test to predict low-temperature cracking of asphalt concrete mixtures. Construction histories, cracking observations, and temperature data were collected for five test roads. In addition, a validation program was conducted at the United States Army Cold Regions Research and Engineering Laboratory. The laboratory test program consisted of performing the TSRST on specimens fabricated in the laboratory with original materials from the test roads and asphalt concrete pavement specimens cut from the actual test sections. In addition, the field pavements were monitored for crack history and, where possible, crack initiation. TSRST fracture temperature correlated with field cracking temperature and crack frequency. TSRST results can be used to predict field low-temperature cracking of asphalt-aggregate mixtures. Preliminary models to predict cracking frequency and temperature for the test roads were developed.
Author: