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On the P-Induced Behavior of the Zeolite Phillipsite: an in Situ Single-Crystal Synchrotron X-Ray Diffraction Study

机译:关于沸石诱导的硅藻土的P诱导行为:原位单晶同步加速器X射线衍射研究

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摘要

Abstract The elastic behavior and the structural evolution at high pressure of a natural phillipsite have been investigated by in situ single-crystal X-ray diffraction up to 9.44 GPa, using a diamond anvil cell and the nominally penetrating P-transmitting fluid methanol:ethanol:water(16:3:1) mix. Although no phase transition was observed within the P-range investigated, two different compressional regimes occur. Between 0.0001 and 2.0 GPa, the refined elastic parameters, calculated by a secondorder Birch–Murnaghan equation of state (BM-EoS) fit, are V$_0$ = 1005(1) Å$^3$, K$_0$ = 89(8) GPa for the unitcell volume; a$_0$ = 9.914(7) Å, K$_a$ = 81(12) GPa for the $a$-axis; b$_0$ = 14.201(9) Å, K$_b$ = 50(5) GPa for the $b$-axis; and c$_0$ = 8.707(2) Å, K$_c$ = 107(8) GPa for the c-axis (Ka:Kb:Kc ~1.62:1:2.14). Between 2.0 and 9.4 GPa, a P-induced change in the configuration of H$_2$O molecules, coupled with a change in the tilting mechanisms of the framework tetrahedra, gives rise to a second compressional regime, in which the phillipsite structure is softer if compared to the first compressional range. In the second compressional regime, the refined elastic parameters, calculated by a second-order BM-EoS fit, are V$_0$ = 1098 (7) Å$^3$, K$_0$ = 18.8(7) GPa for the unit-cellvolume; a$_0$ = 10.07(3) Å, K$_a$ = 30(2) GPa for the $a$-axis; b0 = 14.8(1) Å, K$_b$ = 11(1) GPa for the $b$-axis; and c$_0$ = 8.94(2) Å, K$_c$ = 21(1) GPa for the $c$-axis (K$_a$:K$_b$:K$_c$~2.72:1:1.90). The evolution of the monoclinic $\beta$ angle with pressure shows two distinct trends in the two compressional regimes: with a negative slope between 0.0001 and 2.0 GPa, and a positive slope between 2.0 and 9.4 GPa. The mechanisms, at the atomic scale, that govern the two compressional regimes of the phillipsite structure are described.
机译:摘要使用金刚石砧盒和标称渗透性P传输流体甲醇:乙醇,通过高达9.44 GPa的原位单晶X射线衍射研究了天然菲利普石的弹性行为和高压下的结构演化:水(16:3:1)混合。尽管在研究的P范围内未观察到相变,但发生了两种不同的压缩方式。在0.0001和2.0 GPa之间,通过二阶Birch-Murnaghan状态方程(BM-EoS)拟合计算的精确弹性参数为V $ _0 $ = 1005(1)Å$ ^ 3 $,K $ _0 $ = 89 (8)单位电池体积的GPa; a $ _0 $ = 9.914(7)Å,$ a $轴的K $ _a $ = 81(12)GPa; b $ _0 $ = 14.201(9)Å,$ b $轴的K $ _b $ = 50(5)GPa;并且c $ _0 $ = 8.707(2)Å,K $ _c $ = 107(8)GPa for c轴(Ka:Kb:Kc〜1.62:1:2.14)。在2.0 GPa和9.4 GPa之间,P诱导的H $ _2 $ O分子构型变化,以及框架四面体的倾斜机制发生变化,产生了第二种压缩方式,其中菲质体结构较软与第一压缩范围相比。在第二压缩状态下,通过二阶BM-EoS拟合计算出的精确弹性参数为V $ _0 $ = 1098(7)Å$ ^ 3 $,K $ _0 $ = 18.8(7)GPa单位体积a $ _0 $ = 10.07(3)Å,$ a $轴的K $ _a $ = 30(2)GPa; b0 = 14.8(1)Å,$ b $轴的K $ _b $ = 11(1)GPa;并且c $ _0 $ = 8.94(2)Å,$ c $轴的K $ _c $ = 21(1)GPa(K $ _a $:K $ _b $:K $ _c $〜2.72:1:1.90 )。单斜β角随压力的变化在两种压缩方式下表现出两个明显的趋势:负斜率在0.0001至2.0 GPa之间,正斜率在2.0至9.4 GPa之间。描述了在原子尺度上控制菲利普斯结构的两个压缩状态的机理。

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