Experimental investigation on the effect of confining pressure on the tensile strength of sandstone using hollow cylinder tensile test method

2019 ◽  
Vol 12 (24) ◽  
Author(s):  
Junzhe Li ◽  
Guang Zhang ◽  
Mingze Liu
2020 ◽  
Vol 10 (9) ◽  
pp. 3284 ◽  
Author(s):  
Bin Xie ◽  
Jiaxiang Xue ◽  
Xianghui Ren ◽  
Wei Wu ◽  
Zhuangbin Lin

Adopting the cold metal transfer plus pulse (CMT + P) process, 316L stainless steel wire was treated with a single channel multi-layer deposition experiment under different linear energy. The microstructures of different regions on the deposited samples were observed by optical microscope and scanning electron microscope, and the element distribution in the structure was analyzed by energy dispersive spectrometer. The mechanical properties and microhardness were measured by tensile test method and microhardness tester, respectively, and the anisotropy of tensile strength in horizontal and vertical directions were calculated. Finally, the fracture morphology of the tensile samples were observed by SEM. Experiment results showed that when the difference between the actual and the optimal wire feeding speed matching the specific welding speed was too large, this led to an unstable deposition process as well as flow and collapse of weld bead metal, thus seriously deteriorating the appearance of the deposition samples. The results from metallographic micrograph showed that rapid heat dissipation of the substrate caused small grains to generate in the bottom region of deposition samples, then gradually grew up to coarse dendrites along the building direction in the middle and top region caused by the continuous heat accumulation during deposition. Tensile test results showed that with the increase of linear energy, the horizontal and vertical tensile strength of the as-deposited samples decreased. In addition, the higher linear energy would deteriorate the microstructure of as-deposited parts, including significantly increasing the tendency of oxidation and material stripping. The microhardness values of the bottom, middle and top regions of the samples fluctuated along the centerline of the cross-section, and the values showed a trend of decreasing first and then rising along the building direction. Meanwhile, the yield strength and tensile strength of each specimen showed obvious anisotropy due to unique grain growth morphology. On the whole, the results from this study prove that CMT+P process is a feasible MIG welding additive manufacturing method for 316L stainless steel.


2004 ◽  
Vol 27 (1) ◽  
pp. 11074
Author(s):  
L David Suits ◽  
TC Sheahan ◽  
CW Hsieh ◽  
CK Lin

2011 ◽  
Vol 418-420 ◽  
pp. 307-312
Author(s):  
Shi Yong Jiang ◽  
Bing Hong Li ◽  
Qian Hua Shi ◽  
Xian Qi Hu

The replacement of steel stirrups with FRP stirrups in concrete structures can significantly improve the durability under severe environmental conditions, increase the service life of the structure. In some cases where the application of traditional concrete structures is restricted, such as structures that require the environment without magnetic and electric interferences, the best way is to use nonmetallic materials. Considering the unique properties compared with traditional reinforcements, FRP reinforcements is very suitable in such cases. This paper discussed the behavior of FRP stirrups used as shear reinforcement for concrete structures, continuous FRP rectangular spirals, a type of FRP stirrups, was used in the experimental investigation. Inspired by the test method suggested by ACI Committee 440, L shape specimen and U shape specimen are designed to test the tensile strength of continuous FRP rectangular spirals. Through the analysis of test results, it is indicated that the strength of the bent portion of FRP spirals is significantly lower than that of the straight portion, and the strength of FRP spirals would increase as the concrete strength or the embedment length of the bent portion increased. The loading mechanism of continuous FRP rectangular spirals embedded in concrete beams can be better represented by U shape specimen compared with L shape specimens, it is suggested by the author that the U shape specimen can be use when the dimension of FRP stirrups or spirals does not meet the requirements of ACI Committee 440 test method.


2021 ◽  
Author(s):  
Vidyanand Jakukore ◽  
Sachin Shinde

In this work main objective is to check the quality of plastic sheet paper of different companies and suggest best of one, so that farmers in India should know the quality and get awareness about the plastic sheet paper .This test method may be used to test all plastics within the thickness range described and the capacity of the machine employed. At this checking of tensile strength all size of sheet paper was performed. This tensile test measure the force required to break a specimen and extent to which the specimen stretches or elongate that braking point.


2004 ◽  
Vol 27 (1) ◽  
pp. 1-8 ◽  
Author(s):  
Chiwan Wayne Hsieh ◽  
Chien-Kuei Lin

2013 ◽  
Vol 701 ◽  
pp. 239-242
Author(s):  
L. Yusriah ◽  
S.M. Sapuan ◽  
E.S. Zainudin ◽  
Jaafar Mustapha Mariatti

The tensile properties of untreated and alkali treated betel nut husk fiber were investigated using single fiber tensile test method and the fiber structures were observed using SEM technique. The alkali treatment aids in the removal of lignin, hemicellullose and non-cellulosic components such as wax and pectin on the betel nut husk fiber surface, which yields bigger lumen size and rougher betel nut husk fiber surface. The alkali treatment enhanced the elongation at break of betel nut husk fiber but at the expense of tensile strength and Young's modulus.


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