Round-robin analysis of the RILEM TC 162-TDF beam-bending test: Part 3 - Fibre distribution

10.1617/13955 ◽  
2003 ◽  
Vol 36 (263) ◽  
pp. 631-635 ◽  
Author(s):  
2003 ◽  
Vol 36 (9) ◽  
pp. 631-635 ◽  
Author(s):  
B. I. G. Barr ◽  
M. K. Lee ◽  
E. J. de Place Hansen ◽  
D. Dupont ◽  
E. Erdem ◽  
...  

2003 ◽  
Vol 36 (9) ◽  
pp. 621-630 ◽  
Author(s):  
B. I. G. Barr ◽  
M. M. Lee ◽  
E. J. de Place Hansen ◽  
D. Dupont ◽  
E. Erdem ◽  
...  

2003 ◽  
Vol 36 (9) ◽  
pp. 609-620 ◽  
Author(s):  
B. I. G. Barr ◽  
M. K. Lee ◽  
E. J. de Place Hansen ◽  
D. Dupont ◽  
E. Erdem ◽  
...  

2018 ◽  
Vol 8 (9) ◽  
pp. 1626 ◽  
Author(s):  
Wei Guo ◽  
Xuedong Guo ◽  
Xing Chen ◽  
Wenting Dai

Open graded friction course (OGFC) is a high permeable mixture used to reduce noise, improve friction. However, limitations with the use of OGFC are due to the relatively low strength and stiffness. Therefore, investigating environmental and economic benefits, as well as service life of OGFC technology is the future of the pavement. In this study, a new modified OGFC (SM-OGFC) was prepared by replacing the fine aggregate below 4.75 mm in OGFC with the oil shale waste (OSW), and the silane coupling agent modifier was used to assist modification. The preparation process of SM-OGFC was optimized by central composite design, to obtain an SM-OGFC with the best mechanical properties. The Marshall test, rutting test, −15 °C splitting test, −10 °C beam bending test, immersion Marshall test, spring-thawing stability test, Cantabro test and permeability test were conducted to evaluate the properties of SM-OGFC. The results prove that SM-OGFC has excellent overall performance in comparison with OGFC and styrene-butadiene-styrene (SBS) modified OGFC. Furthermore, Scanning Electron Microscopy (SEM) observation illustrates that the unique laminar columnar connected structure and cell-like structure antennae of OSW could be the main reasons why SM-OGFC obtained excellent performance. Furthermore, economic analysis indicated that the SM-OGFC mixture had higher cost effectiveness.


2019 ◽  
Vol 795 ◽  
pp. 375-382 ◽  
Author(s):  
Fa Kun Zhuang ◽  
Shan Tung Tu ◽  
Guo Shan Xie ◽  
Luo Wei Cao

The application of small specimen testing techniques in the evaluation of creep properties of materials in-service arise. In order to acquire the creep data accurately and conveniently, the bending test with small beam specimens has been proposed and validated for the metal materials. Initially, the fact that material behaves different creep rates under tension and compression is ignored for simplification. Thus, the effect of material property difference on the creep behavior of bending specimen is analyzed in the present paper. On the basis of Norton creep law, the deformation behavior of three type’s specimens under tension and compression is theoretically described. Assumed different creep exponents and constants, finite element models of these beam bending specimens are established. The creep response is simulated. Meanwhile, the effect of material property under different stress state is further investigated. The results show that the stress exponent has a significant effect on the creep curves. Usually, the stress exponent can be evaluated based on the displacement rate or strain rate. However, if large discrepancy of creep properties under tension and compression exits, it will yield disparate results for the steady-state stress exponent. It is suggested that the stress exponent determined solely by bending test should be accepted with a certain degree of reliability, especially for the non-metal materials.


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