福建工程学院学报
福建工程學院學報
복건공정학원학보
JOURNAL OF FUJIAN UNIVERSITY OF TECHNOLOGY
2009年
3期
210-215
,共6页
高强混凝土%墙%耐火性能%有限元
高彊混凝土%牆%耐火性能%有限元
고강혼응토%장%내화성능%유한원
high strength concrete%wall%fire performance%finite element
确定了钢材和混凝土热工参数和热一力本构关系,采用ABAQUS软件建立了火灾下高强混凝土墙温度分布和受力性能分析的有限元模型,计算结果得到以往实验结果的验证.在此基础上,对高强混凝土墙高温下的应力分布、混凝土裂缝以及重要影响因素进行了分析,初步了解了火灾下高强混凝土墙的力学性能,为进一步确定科学合理的抗火设计方法创造了条件.
確定瞭鋼材和混凝土熱工參數和熱一力本構關繫,採用ABAQUS軟件建立瞭火災下高彊混凝土牆溫度分佈和受力性能分析的有限元模型,計算結果得到以往實驗結果的驗證.在此基礎上,對高彊混凝土牆高溫下的應力分佈、混凝土裂縫以及重要影響因素進行瞭分析,初步瞭解瞭火災下高彊混凝土牆的力學性能,為進一步確定科學閤理的抗火設計方法創造瞭條件.
학정료강재화혼응토열공삼수화열일력본구관계,채용ABAQUS연건건립료화재하고강혼응토장온도분포화수력성능분석적유한원모형,계산결과득도이왕실험결과적험증.재차기출상,대고강혼응토장고온하적응력분포、혼응토렬봉이급중요영향인소진행료분석,초보료해료화재하고강혼응토장적역학성능,위진일보학정과학합리적항화설계방법창조료조건.
The thermal properties and thermo-meehanical constitution law of steel and concrete were determined. A finite element model for temperature distribution and mechanical analysis of high strength concrete (HSC) walls under fire was established using the software ABAQUS. The calcu-lated results agreed with previous experimental results. Based on the finite element model, the stress distribution, concrete cracks and key influencial parameters of HSC walls at high temperatures were analyzed. The fire performance of HSC walls was obtained, which provided conditions for further study on rational fire design method.