低碳钢静载拉伸过程中点屈服的力学行为研究

以Q235和20g为研究对象,采用平板无缺陷拉伸试样。通过测量试样轴线上各点应变,将屈服问题深入到单点屈服的层面上,深入研究点屈服的力学行为及扩展规律。结果表明:低碳钢点屈服的力学行为基本相同,点应变曲线经历应变线性增加、剧增和基本稳定3个阶段,点屈服过程对应于应变剧增阶段;点屈服扩展则对应于应变稳定区;点屈服的力学行为具有3个典型特征:屈服应变大,一般在2×104μm以上;屈服过程持续时间短,一般从十几秒到几十秒不等;点屈服处的应变具有不均匀性。

Experimental investigation of BRB with transverse rib restraints

To develop a high performance buckling-restrained brace （BRB） with less weight, an innovative type of the BRB with transverse rib restraints is proposed and studied through experiment. Three BRB specimens are cyclically loaded in the investigation. Specimen 1 adopts a Q235 core member and transverse rib restraints. Specimen 2 adopts a LYP160 low yield point steel core member and transverse rib restraints. Specimen 3 adopts a LYP160 low yield point steel core member and mortar restraint. The experimental results indicate that the transverse rib restraining mode can provide sufficient lateral stiffness for the core member and effectively restrain its buckling. The BRB specimens with a LYP160 core member exhibit better hysteretic performance and energy dissipation capacity than the specimens with a Q235 core member.

泡沫玻璃混凝土的单轴压缩性能试验研究

基于废弃泡沫玻璃制备了3组不同配合比的泡沫玻璃混凝土,对泡沫玻璃混凝土的压缩力学性能进行了测试,研究了泡沫混凝土压缩荷载—变形曲线的特征,研究表明,泡沫混凝土压缩过程分为2个阶段和1个破坏点,即弹性阶段、脆性密实阶段及点屈服。