山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
16期
41-42
,共2页
钢筋混凝土四棱柱%荷载作用%传感器%外包钢
鋼觔混凝土四稜柱%荷載作用%傳感器%外包鋼
강근혼응토사릉주%하재작용%전감기%외포강
quadrangular prism of reinforced concrete%loading effect%sensor%steel-encasing
通过对三种不同配筋的外包钢钢筋混凝土正四棱柱受压破坏的试验对比分析,发现外包钢钢筋混凝土正四棱柱与未加外包钢钢筋混凝土柱在破坏时有着很大的差别,说明加固后的钢筋混凝土构件承载力得到显著提高。
通過對三種不同配觔的外包鋼鋼觔混凝土正四稜柱受壓破壞的試驗對比分析,髮現外包鋼鋼觔混凝土正四稜柱與未加外包鋼鋼觔混凝土柱在破壞時有著很大的差彆,說明加固後的鋼觔混凝土構件承載力得到顯著提高。
통과대삼충불동배근적외포강강근혼응토정사릉주수압파배적시험대비분석,발현외포강강근혼응토정사릉주여미가외포강강근혼응토주재파배시유착흔대적차별,설명가고후적강근혼응토구건승재력득도현저제고。
According to the comparison and analysis of the tests on fails in compression of the quadrangular prism of three kinds of steel-encased reinforced concrete with different reinforcements,the study finds the huge differences between the steel-encased reinforced concrete quadrangular prism and the one without steel-encased reinforced concrete column when they are compressed,and indicates the loading capacity of the reinforced concrete components is improved after the consolidation.
