摘要
通过塑性混凝土弹性模量测试,分析了计算公式中不同P1、P2计算点下塑性混凝土的弹性模量及塑性混凝土弹性模量与轴心抗压强度的关系.研究结果表明:塑性混凝土弹性模量计算点以30%、70%轴心抗压强度为宜;弹性模量与轴心抗压强度具有良好线性关系.
Based on elastic modulus measurements of plastic concrete, of which the elastic modulus calculation points and the relationship between elastic modulus and axial compressive strength are analyzed. Study results indicate that the elastic modulus calculation points should better be 30% and 70% axial compressive strength; the elastic modulus and axial compressive strength have a good linear relationship between them.
出处
《三峡大学学报（自然科学版）》
CAS
2012年第5期66-68,共3页
Journal of China Three Gorges University：Natural Sciences
基金
国家自然科学基金项目(50979100)
关键词
塑性混凝土
弹性模量
测试
plastic concrete
elastic modulus
measurement
