摘要
采用编制的计算程序 ,对局部高密度钢纤维钢筋混凝土 (简称钢筋PHPFRC)弯曲构件开裂后截面内力相关参数进行了计算分析 ,对影响开裂后截面性能的主要因素进行了分析讨论。
With the program edited by authors,the internal forces and some relevant parameters of the cracked section of PHPFRC (Partially High Percentage Fiber Reinforced Concrete) beams with steel bars are calculated. Based on the analysis of the result of the calculation,the main factors which affect the properties of the cracked section of the beams are discussed.
出处
《工业建筑》
CSCD
北大核心
2000年第7期44-46,73,共4页
Industrial Construction
关键词
钢纤维钢筋混凝土
开裂
截面内力
弯曲构件
partially high percentage fiber reinforced concrete (PHPFRC) crack internal force of section bending rigidity ultimate bearing capacity
