scholarly journals Effect of Emulsion Powder Content in VAE Emulsion on Tensile Properties of Joint Filler

2021 ◽  
Vol 1904 (1) ◽  
pp. 012012
Author(s):  
Zhe Huang ◽  
Jinyu Xu ◽  
Wei Xia ◽  
Weibo Ren ◽  
Zhihang Wang
2013 ◽  
Vol 770 ◽  
pp. 181-184 ◽  
Author(s):  
Jutatip Artchomphoo ◽  
Suwat Rattanapan

Sawdust powder filled natural rubber composites were prepared by incorporation of different loadings (20100 phr) of sawdust powder fillers. Two series of composites were studied, i.e. composites with and without maleic anhydride grafted natural rubber (NRgMAH). Grafting of maleic anhydride onto the natural rubber was done prior to compounding using an internal mixer at 145°C. The curing characteristics, hardness property and tensile properties of the composites were studied. Results indicate that the scorch time and cure time decrease with increasing filler loading whereas the maximum torque exhibit an increasing trend. Increasing sawdust powder content also increases the tensile modulus and shows superior hardness property over than 80 shore A, but the tensile strength and elongation at break decrease. As the filler loading increases, the rubberfiller interactions of the composites decrease. The interfacial interaction of sawdust powder filler and natural rubber matrix was enhanced by the addition of NRgMAH, as exhibited by the fracture surfaces of the composites using a Scanning Electron Microscope (SEM) and rubberfiller interaction studies. The presence of NRgMAH has prolonged the curing time and scorch time and enhanced the tensile properties.


2014 ◽  
Vol 584-586 ◽  
pp. 1366-1369
Author(s):  
Xiao Na Zhang ◽  
Qin Liu

Through the ordinary Portland concrete mixed with slag powder and its experimental research, studies and analyzes the impact on the concrete splitting tensile strength of different age, slag powder content and the water-cement ratio. The test results show that the increase of slag powder content makes splitting tensile strength of concrete reduce after the first increase; growth age makes splitting tensile strength of concrete increases; increasing water-cement ratio makes the splitting tensile strength of concrete intensity decreases.


2014 ◽  
Vol 52 (9) ◽  
pp. 705-711 ◽  
Author(s):  
Sanghoon Noh ◽  
Ji-Eun Choi ◽  
Byoung-Kwon Choi ◽  
Suk Hoon Kang ◽  
Tae Kyu Kim
Keyword(s):  

2010 ◽  
Vol 48 (04) ◽  
pp. 289-296 ◽  
Author(s):  
Myung-Bok Kim ◽  
Sang-Ju Kim ◽  
Bong-Keun Lee ◽  
Xinjian Yuan ◽  
Byoung-Hyun Yoon ◽  
...  

2015 ◽  
Vol 57 (9) ◽  
pp. 790-794
Author(s):  
Melika Özer ◽  
Neşet Akar ◽  
Kadir Kocatepe ◽  
Mehmet Erdoğan

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