The Cracking Sensitivity of a Na-Geopolymer

Author(s):  
Heng Sounean ◽  
Hannawi Kinda ◽  
Darquennes Aveline
Keyword(s):  
2020 ◽  
Vol 510 ◽  
pp. 166927
Author(s):  
W.L. Hu ◽  
Y.X. Zhang ◽  
G. Yuan ◽  
X.M. Zhang ◽  
J.H. Zhao ◽  
...  

2011 ◽  
Vol 675-677 ◽  
pp. 589-592 ◽  
Author(s):  
Jun Li ◽  
Zhi Shui Yu ◽  
Hui Ping Wang

Titanium-based coatings reinforced by in situ synthesized TiB and TiC were deposited on Ti6Al4V by laser cladding. The effects of Y2O3 on microstructure and mechanical properties of the coatings were investigated. The coating without Y2O3 is mainly composed of a-Ti cellular dendrites and an eutecticum in which a large number of coarse and fine needle-shaped TiB and a few equiaxial TiC particles are homogeneously embedded. A small amount of Y2O3 addition can refine the microstructure by transforming a-Ti grains from cellular dendrites to columnar or equiaxial crystals, and can increase the volume fraction of the reinforcements. The addition of Y2O3 can also increase microhardness and reduce the cracking sensitivity of the coating.


Author(s):  
Yichun Han ◽  
Xuedong Chen ◽  
Zhichao Fan ◽  
Huaquan Bu ◽  
Yu Zhou

Over the past few years, some reheat cracks have been detected in the welding coarse grained heat affected zones (CGHAZ) of Vanadium-modified (V-mod) 2.25Cr1Mo reactor. Focusing on this problem, a series of Gleeble high temperature tensile tests were carried out on the simulation CGHAZ specimens of V-mod 2.25Cr1Mo at different temperature and strain rate, the reheat cracking sensitivity of CGHAZ has been assessed according to the reduction of area (RoA) of the specimens. Microstructural observation, hardness test and fractographic analysis also have been employed to ascertain possible causes for the effects of temperature and strain rate on the reheat cracking sensitivity. The results of tests show that the reheat cracking sensitivity of CGHAZ increases with a decreasing strain rate, it first increases and then decreases with a rising test temperature. The RoA presents a minimum value around 675°C, corresponding to the most sensitive temperature to reheat cracking. The comprehensive analysis reveals that the ductility of the simulated CGHAZ at elevated temperature is closely related to the tensile strength and the hardness of fractured tensile specimen. In the intermediate temperature range or at a slower strain rate, a relatively high hardness and relatively low tensile strength together results in a low RoA of the specimen and high reheat cracking sensitivity of CGHAZ metal.


2016 ◽  
Vol 2016 (2) ◽  
pp. 14-18
Author(s):  
K.A. Yushchenko ◽  
◽  
L.I. Markashova ◽  
A.V. Zvyagintseva ◽  
Yu.A. Khokhlova ◽  
...  

HortScience ◽  
2004 ◽  
Vol 39 (4) ◽  
pp. 852B-852
Author(s):  
T.K. Hartz* ◽  
P.R. Johnstone ◽  
J.J. Nunez

Cracking of carrot (Daucus carota L.) roots during harvest and handling is a serious problem for the commercial industry, particularly for `cut and peeled' products. Thirty commercial fields of cv. `Sugar Snax' in California were surveyed over the period 2000-03. Soil texture was determined, and soil and crop nutrient status, air temperature and soil moisture were monitored. In 10 fields the effect of excessive N fertilization was investigated; 90-180 kg·ha-1 N was sidedressed in addition to the growers' N regime. At one site a comparison of 10 cultivars was conducted to determine the root cracking sensitivity of commercial cultivars suitable for the cut and peeled market. In all fields roots were hand harvested, with undamaged roots 18-24 mm in diameter selected for study. Roots were cooled to 5 °C and subjected to an impact test to rate cracking sensitivity. Fields varied widely in root cracking sensitivity, with 4% to76% of roots cracked in the impact test. Cracking sensitivity was positively correlated with the % silt and clay in soil, and with air temperature in the final month of growth. Irrigation management had no consistent effect on cracking sensitivity. N application in excess of the growers' N regime did not increase carrot yield, but increased root cracking sensitivity by an average of 30%. Root cracking varied among cultivars from 10% to 49%. However, when the periderm was peeled from roots before impact testing, incidence of cracking declined to 2% or less in all cultivars. Periderm strength or flexibility is apparently the dominant factor in carrot cracking sensitivity, and environmental and management variables that affect cracking sensitivity must do so by affecting the periderm structure.


2014 ◽  
Vol 1065-1069 ◽  
pp. 1743-1747
Author(s):  
Xia Chen ◽  
Hua Quan Yang ◽  
Jian Feng Zhang

Investigation was launched on cracking resistance of concrete with incorporation of different fibres in terms of mechanical performances, shrinkage and cracking sensitivity with employment of plate and temperature and stress test machine. Results indicated that little difference was observed on strength, Young’s elastic modulus and autogenous volume deformity among concrete made from different fibres, and incorporation of PVA fibres elevated the ultimate tension by 8 per cent in comparison with the referenced concrete while PP fiber showed no obvious effect. Cracking resistance of concrete was improved from Grade V to Grade I with incorporation of PVA and PP fibres through plate method and concrete made with PVA was rated better in cracking resistance because of lower cracking temperature according to RILEM TC119. Based on investigation launched above, PVA fibre was finally selected and so far the dam was in good shape and runs well.


2012 ◽  
Vol 204-208 ◽  
pp. 3299-3302 ◽  
Author(s):  
Xia Chen ◽  
Jian Jun Yan ◽  
Hua Quan Yang

Concrete cracking sensitivity made from different aggregates was compared with employment of advanced temperature and stress test machine by tracking thermal and stress development of concrete with age and elements distribution in interfacial transition zone of each concrete was explored by SEM and EDS. Test results indicated that compressive strength of concrete made from basalt and limestone was greater than diorite and natural aggregate and crack resistance of concrete based on cracking sensitivity comparison in terms of cracking temperature varying from minus 0.3°C to minus 2.5°C as diorite, basalt, limestone and natural aggregate. Elements Ca and Mg were apparently accumulated in vicinity of ITZ and some reaction between limestone and cement matrix might have taken place which blurred the boundary between aggregates and cement matrix.


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