氧化镁在不同养护条件下水化产物的形貌分析

The morphologies of brucite formed from MgO hydration under different curing conditions were studied. The results showed that there were relations between the morphologies of brucite and its forming conditions. The size of brucite crystals increased with the curing time, and they were fiber-shaped at lower curing temperature and stick-shaped at higher temperature. When MgO was cured in paste with 10 percent cement, the crystal of brucite was fiber-shaped, while cured in paste with 95 percent cement, the crystal was hexaflaggy-shaped, which aggregated and produced some micro-cracks in paste when the curing temperature was increased. At 180 ℃ autoclaving temperature of MgO, the brucite was regular hexaflaggy-shaped crystal; for 216 ℃, it was less irregular. When the paste mixed with 50 percent fly ash, the crystal of brucite was needle-shaped and distributed more evenly, so decreased the deformation and crack of the concrete.     

混凝土高坝裂缝光纤分布式监测能力的研究

基于单点裂缝模型试验结果分析,提出了一种利用瑞利散射的工程结构裂缝光纤监测复用能力的方法,得到水工混凝土裂缝光纤监测两种典型方案的裂缝复用能力,结合三峡工程泄洪坝段上游面出现的裂缝,进行了光纤裂缝传感复用能力的工程适用性分析,进一步揭示工程裂缝光纤分布式监测能力研究的意义.     

矩形箱梁力学性能分析的修正计算方法

本文对矩形箱梁翼板设置了不同的剪滞翘曲位移差函数，继而综合考虑剪力滞效应、剪切变形以及剪滞翘曲应力和弯矩自平衡条件等因素，且以能量变分原理为基础建立了矩形箱梁的弹性控制微分方程和自然边界条件，基于此修正了现行薄壁结构分析方法。与传统剪滞理论相比，本文方法深刻反映了矩形箱梁的力学特性。研究表明，(1)由于剪滞翘曲应力和弯矩自平衡条件的引入，矩形箱梁力学性能分解为独立的初等梁理论和剪滞理论体系，且箱梁力学性能为两者的叠加效应；(2)矩形箱梁断面尺寸确定，剪滞效应对其正应力的影响值不变，即剪滞效应的竖向力学行为与箱梁跨径无关；(3)尽管矩形箱梁的梁高对箱形梁剪滞翘曲应力和初等梁理论的应力值皆有一定影响，但其剪力滞系数不变，因此剪力滞效应与梁高无关；(4)剪力滞效应不仅影响箱梁翼板力学性能，而且对其腹板力学行为的影响不可忽视。因而，与传统剪滞理论相比，本文修正法不仅计算精度明显提高，而且更能真实反映矩形箱梁的力学性能。