摘要
在对不同级别荷载持续作用下砼的徐变演化过程试验研究的基础上,提出了“误差足够小”的“准长期峰值荷载”的概念.通过误差分析,探讨了“砼准长期抗压强度”代替“砼长期抗压强度”短期试验法的可行性.
On the basis of the test research by concrete's creeping evolution al process under sustained effect of different levels,the concept about“Meta-lon g peak lead”of that “error is enough petty”is proposed.The feasibility about the short-term test way to replace longterm compressive concrete strength with “Meta-longterm compressive concrete strength”is discussed.
出处
《南昌水专学报》
CAS
2004年第2期58-60,共3页
Journal of Nanchang College of Water Conservancy and Hydroelectric Power
基金
江西省自然科学基金资助项目(0212006)
南昌水专科研基金资助项目(SZ2001-07)
关键词
单轴压缩
长期抗压强度
准长期峰值荷栽
准长期抗压强度
uniaxial compression
longtime compressive strength
Meta-longterm Pe ak load
Meta-longterm compressive strength.