玻璃钢/复合材料
玻璃鋼/複閤材料
파리강/복합재료
FIBER REINFORCED PLASTICS/COMPOSITES
2009年
4期
3-5
,共3页
BFRP%混凝土圆柱%尺寸效应
BFRP%混凝土圓柱%呎吋效應
BFRP%혼응토원주%척촌효응
BFRP%circular concrete columns%size effection
以玄武岩纤维布全包不同尺寸混凝土圆柱轴心受压试验为基础,对玄武岩纤维布加固素混凝土圆柱力学性能及其尺寸效应对加固效果的影响做了研究,并提出玄武岩纤维布约束素混凝土圆柱轴心抗压强度模型.结果表明,该模型与试验得出的数据有良好的吻合度,且不同尺寸的混凝土圆柱存在尺寸效应.
以玄武巖纖維佈全包不同呎吋混凝土圓柱軸心受壓試驗為基礎,對玄武巖纖維佈加固素混凝土圓柱力學性能及其呎吋效應對加固效果的影響做瞭研究,併提齣玄武巖纖維佈約束素混凝土圓柱軸心抗壓彊度模型.結果錶明,該模型與試驗得齣的數據有良好的吻閤度,且不同呎吋的混凝土圓柱存在呎吋效應.
이현무암섬유포전포불동척촌혼응토원주축심수압시험위기출,대현무암섬유포가고소혼응토원주역학성능급기척촌효응대가고효과적영향주료연구,병제출현무암섬유포약속소혼응토원주축심항압강도모형.결과표명,해모형여시험득출적수거유량호적문합도,차불동척촌적혼응토원주존재척촌효응.
Based on a test of circular concrete columns of different sizes confined by BFRP under uniaxial load, the mechanics properties and size effection of specimens were studied and axial compressing strength model of specimens was presented. The results suggest that the model has a good degree of agreement with experimental datas and circular concrete columns of different sizes exist size effection.