FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W1587505389> ?p ?o ?g. }

• W1587505389 abstract "Three air-sprung heavy vehicles (HVs) were instrumented and tested on typical suburban and highway road sections at representative operational speeds. The vehicles used were a tri-axle semi-trailer towed with a prime mover, an interstate coach with 3 axles and a school bus with 2 axles. Dynamic wheel force data were gathered for the purposes of: * informing the QUT/Main Roads project Heavy vehicle suspensions - testing and analysis; and * providing a reference source for future projects. This report sets down the methodology for, and dynamic wheel force results of, the testing. Accordingly, time-series plots are provided to show indicative peak and dynamic wheel forces during typical use. Frequency-series analysis was performed on the wheel force data. The results are documented in the Appendices. Summaries of the wheel forces' peak values, means and standard deviations are provided in tables in the body of the report. Over the past 10 years the Australian road transport network has been opened up to increasing numbers of HML vehicles and lengths of road declared to be HML routes. With this increase, there has been a concomitant number of HVs fitted with RFS. Accordingly, the HV fleet has become more homogenous than in the past. This then provides for a continuing homogenisation of the HV fleet with convergent suspension characteristics, particularly with respect to body-bounce frequencies, namely: * increasing homogeneity of the parameters of the RFS-equipped HV fleet will result in more highly correlated wheel-forces. For a heavy vehicle fleet with increasingly homogenous suspension characteristics, pavement distress will likely be concentrated in patches distributed longitudinally; and * this concentration will predominate at intervals of approximately 14 - 20 m for highway segments, particularly those with laden semi-trailer traffic. That spatial repetition would need to be addressed eventually had been foreseen (LeBlanc, 1995); suspensions with common parameters will bounce their wheels onto the same places on the pavement after encountering a bump. The results from this report suggest that is the case. With the homogeneity of the HV fleet now upon us, the need for research into the effects of mandated uniform HV suspension characteristics is more urgent than when first mooted by researchers such as LeBlanc (1995) almost 15 years ago. Dynamic pavement forces created by heavy vehicles have been modelled for some decades. The current pavement models do not always account for dynamic peak forces, however. More research needs to be done on the models used to design pavements, in particular the dynamic aspects of heavy vehicle loadings. This report should contribute to that process by providing a set of input parameters for pavement researchers to use for further development of their current models." @default.
• W1587505389 created "2016-06-24" @default.
• W1587505389 creator A5032915573 @default.
• W1587505389 creator A5070416119 @default.
• W1587505389 date "2009-02-09" @default.
• W1587505389 modified "2023-09-23" @default.
• W1587505389 title "Suspension testing of 3 heavy vehicles - dynamic wheel force analysis - Report" @default.
• W1587505389 hasPublicationYear "2009" @default.
• W1587505389 type Work @default.
• W1587505389 sameAs 1587505389 @default.
• W1587505389 citedByCount "2" @default.
• W1587505389 countsByYear W15875053892013 @default.
• W1587505389 crossrefType "book" @default.
• W1587505389 hasAuthorship W1587505389A5032915573 @default.
• W1587505389 hasAuthorship W1587505389A5070416119 @default.
• W1587505389 hasConcept C105341887 @default.
• W1587505389 hasConcept C127413603 @default.
• W1587505389 hasConcept C129727815 @default.
• W1587505389 hasConcept C171146098 @default.
• W1587505389 hasConcept C202444582 @default.
• W1587505389 hasConcept C2779101595 @default.
• W1587505389 hasConcept C33923547 @default.
• W1587505389 hasConcept C5961521 @default.
• W1587505389 hasConcept C66938386 @default.
• W1587505389 hasConcept C79487989 @default.
• W1587505389 hasConceptScore W1587505389C105341887 @default.
• W1587505389 hasConceptScore W1587505389C127413603 @default.
• W1587505389 hasConceptScore W1587505389C129727815 @default.
• W1587505389 hasConceptScore W1587505389C171146098 @default.
• W1587505389 hasConceptScore W1587505389C202444582 @default.
• W1587505389 hasConceptScore W1587505389C2779101595 @default.
• W1587505389 hasConceptScore W1587505389C33923547 @default.
• W1587505389 hasConceptScore W1587505389C5961521 @default.
• W1587505389 hasConceptScore W1587505389C66938386 @default.
• W1587505389 hasConceptScore W1587505389C79487989 @default.
• W1587505389 hasLocation W15875053891 @default.
• W1587505389 hasOpenAccess W1587505389 @default.
• W1587505389 hasPrimaryLocation W15875053891 @default.
• W1587505389 hasRelatedWork W1480859587 @default.
• W1587505389 hasRelatedWork W1516751753 @default.
• W1587505389 hasRelatedWork W1565924907 @default.
• W1587505389 hasRelatedWork W1570435744 @default.
• W1587505389 hasRelatedWork W1582719334 @default.
• W1587505389 hasRelatedWork W1602212507 @default.
• W1587505389 hasRelatedWork W2165676772 @default.
• W1587505389 hasRelatedWork W2183199769 @default.
• W1587505389 hasRelatedWork W2188142890 @default.
• W1587505389 hasRelatedWork W2568189944 @default.
• W1587505389 hasRelatedWork W2759896973 @default.
• W1587505389 hasRelatedWork W2956014873 @default.
• W1587505389 hasRelatedWork W3037908771 @default.
• W1587505389 hasRelatedWork W336195033 @default.
• W1587505389 hasRelatedWork W54505660 @default.
• W1587505389 hasRelatedWork W633345444 @default.
• W1587505389 hasRelatedWork W634992498 @default.
• W1587505389 hasRelatedWork W767727130 @default.
• W1587505389 hasRelatedWork W2997901502 @default.
• W1587505389 hasRelatedWork W3147068484 @default.
• W1587505389 isParatext "false" @default.
• W1587505389 isRetracted "false" @default.
• W1587505389 magId "1587505389" @default.
• W1587505389 workType "book" @default.