已有钢筋混凝土框架结构的抗震可靠度分析

提出已有钢筋混凝土框架结构抗震可靠度分析的一种实用方法,取最小的楼层可靠度作为结构的可靠度;利用构件的荷载/抗力比,并考虑其他修正系数的办法构造权函数,将各构件的可靠度组合成楼层的可靠度;根据震害经验,以柱的抗剪能力建立钢筋混凝土框架结构的抗震功能函数;对混凝土碳化和结构荷载的影响因素进行分析。并对一个工程实例进行分析,分别计算出原结构及采用三种不同方法加固方案后的结构抗震可靠度。     

浅析混凝土保护层厚度

从钢筋粘结锚固要求、混凝土和钢筋的耐久性两方面分析了混凝土保护层厚度的确定因素及取值原理，指出只有在保证混凝土质量的前提下，才能考虑合理改变保护层的厚度。     

碳化引起混凝土锈胀开裂前钢筋锈蚀量的研究

在分析碳化引起的钢筋混凝土构件中钢筋腐蚀机理和已有钢筋锈蚀量预测模型的基础上。建立了全面考虑氧气浓度、温度、相对湿度、保护层厚度、钢筋直径和混凝土强度的多因素钢筋锈蚀量预测模型，且进行了实际工程的验证，可为混凝土结构耐久性评估、可靠性鉴定提供科学的依据。     

丁苯乳液对水泥砂浆吸水率和碳化深度的影响及其机理

研究了丁苯乳液对水泥砂浆吸水率及碳化深度的影响,并提出了吸水率、碳化深度的多因素预测模型.测定了丁苯乳液改性砂浆的微观孔结构参数,包括开口、闭口孔隙率大小及总孔隙率、孔径分布及特征孔径;以扫描电镜的测试结果表征了丁苯乳液改性砂浆的微观形貌特征;根据测试结果,分析了丁苯乳液对砂浆吸水率及碳化深度的作用机理.研究结果表明,丁苯乳液的掺入明显降低了砂浆的吸水率以及碳化深度.当丁苯乳液掺量超过3%(丁苯乳液总质量与水泥质量的百分比)后,水泥石中20 nm以下的小孔数量明显增多,而50 nm以上大孔数量则有所减少,平均孔径、最可几孔径以及中值孔径都有较大幅度的下降;当丁苯乳液掺量超过6%之后,改性砂浆的开口孔隙率显著降低,闭口孔隙率增多,但总孔隙率变化不大.     

Hydrothermal fabrication of p-Cu2O−n-ZnO films and their properties for photodegradation and ultraviolet sensors

This article reports spin coating and hydrothermal approaches to the synthesis of Cu₂O seed layer−ZnO and Cu₂O film−ZnO heterojunction films on fluorine-doped tin oxide substrates. Cu₂O seed layers and an ethylene glycol (EG) reducing agent were employed to obtain pure, uniform, and adhesive Cu₂O films on the substrate. Transmission electron microscopy validated the heterojunctions with clear interfaces between each component on the p-Cu₂O film−n-ZnO (with EG) sample, the conductive types of which were determined through Mott−Schottky measurements. Constructed energy band diagrams supported the Mott−Schottky result, manifesting favorable conduction band positions for the generation of •O₂⁻ radicals for all constituent materials and indicating smooth charge carrier transport for the p-Cu₂O film−n-ZnO (with EG) sample. Furthermore, abundant p−n junction interfaces synergistically enabled the sample to exhibit the most satisfactory photodegradation capability (rate constant ≈ 8.9 × 10⁻³ min⁻¹), which was attributable to the predominance of •OH radicals. The sample's rectifying (diode) behavior with a ratio of the current density (J) at +3 V (forward bias) to that at −3 V (reverse bias) of approximately 27 was observed without ultraviolet illumination. Moreover, the J at −3 V is under illumination approximately 80 times that without illumination, implying the suitability of the sample for UV detectability.     

草屑厌氧消化预处理耦合水热炭化研究

厌氧消化（AD）耦合水热炭化（HTC）技术对园林废弃物的可持续资源化利用具有显著优势和意义。采用草为研究对象,进行了7~28 d的AD预处理,深入探究了AD预处理耦合HTC对水热炭特性及其热解和产物释放特性的影响。其中,AD促进HTC过程主要发生脱羧反应;通过改变木质纤维素构成比例和结构特征有效调控水热炭的功能特性。此外,AD打破了生物质内部致密的刚性结构,促进了水热炭丰富孔隙的形成和比表面积的增加。在生物可降解程度为17.52%（AD 7 d）时,水热炭性能最佳,质量产率、高位热值（HHV）、能量产率和能量密度分别达62.75%、23.81 MJ·kg^-1、80.31%和1.28。此外, TG-MS分析结果揭示了AD预处理提高了炭的热稳定性以及热解产物中能源气体的生成,有助于热解气的提质和利用。     

Investigating the microstructures and properties of Mg-Al LDH film-coated Mg-Li alloy: Effect of hydrothermal temperature

Magnesia-alumina layered double hydroxide (Mg-Al LDH) films grown in situ on LA43M magnesium-lithium (Mg-Li) alloy were synthesized utilizing the hydrothermal method. Scanning electron microscopy (SEM), energy-dispersive spectrometry (EDS), and X-ray diffraction (XRD) were used to characterize the surface morphologies, composition, and phase of the Mg-Al films. The corrosion resistance of the Mg-Al films was estimated via immersion experiment and hydrogen evolution test, and the tribological properties were investigated using tribological wear tests. The results showed that the thickness of the Mg-Al LDH film enhanced, and the size of the LDH sheets increased as the hydrothermal temperature raised, resulting in the improvement of the corrosion and wear resistance. When the hydrothermal temperature reached 110°C, interlayer anions were loaded the most, and the film achieved the optimal thickness. The Mg-Al LDH film had the optimum corrosion resistance and tribological properties. At this point, the weight loss of the film was 1.3560 mg·cm^–2, and the average friction coefficient was .149. It demonstrated that synthesizing Mg-Al LDH at a hydrothermal temperature of 110°C was an effective approach to improve the corrosion resistance of LA43M.     

火灾后混凝土结构剩余使用寿命的预测

本文根据混凝土结构剩余使用寿命的预测方法，分析了火灾后混凝土结构残余承载力，综合论述了火灾后混凝土结构剩余使用寿命的预测方法，为火灾后混凝土结构的处置提供依据。     

带裂缝钢筋混凝土构件的耐久性寿命预测

在已有实际构件调查、试验资料基础上,从裂缝对混凝土碳化和钢筋锈蚀影响的角度去研究带裂缝钢筋混凝土构件的耐久性。     

磷化渣制备多元掺杂LiFePO_4/C正极材料的研究

采用水热酸洗法对磷化渣进行提纯,以得到的含有微量Zn、Ca等元素的FePO_4为原料,利用碳热还原法制备多元掺杂LiFePO_4/C正极材料。利用X射线荧光光谱仪(EDX)、X射线衍射仪(XRD)、扫描电子显微镜(SEM)、电化学工作站及恒流充放电仪对材料的组分、晶体结构、形貌及电化学性能进行了分析和表征。结果表明:磷化渣提纯后得到的FePO_4纯度较高;合成的LiFePO_4/C正极材料晶体结构为橄榄石型,其首次放电比容量为146.28 mAh/g,首次库仑效率为94.05%,同时表现出较好的倍率和循环性能。