低周反复荷载下型钢再生混凝土长柱非线性数值模拟分析

薛建阳; 张杰; 马辉; 任瑞; 王成

doi:10.13204/j.gyjz201309007

低周反复荷载下型钢再生混凝土长柱非线性数值模拟分析

doi: 10.13204/j.gyjz201309007

1.
西安建筑科技大学土木工程学院,西安710055

基金项目:

国家自然科学基金项目(51178384);住房和城乡建设部科学技术项目(2012-K2-12);陕西省留学人员科技活动择优项目(陕外专发[2010]26号);陕西省教育厅科研计划项目(12JK0902)

详细信息

作者简介:
第一作者:薛建阳，男，1970 年出生，博士，教授。email：jianyang_xue@163.com

中图分类号: TU398.9
计量
- 文章访问数: 146
- HTML全文浏览量: 11
- PDF下载量: 123
- 被引次数: 0
出版历程
- 收稿日期: 2013-01-30
- 刊出日期: 2013-09-20

NON-LINEAR NUMERICAL SIMULATION ANALYSIS OF STEEL RECYCLED AGGREGATE CONCRETE COLUMN UNDER LOW-CYCLIC REVERSED LOADING

1.
College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China

摘要

摘要: 型钢再生混凝土结构可以将建筑垃圾重新利用，并提高构件的强度和耗能能力。采用开源的地震工程模拟系统OpenSees对7个型钢再生混凝土长柱试件进行全过程非线性数值模拟，分析了在不同再生混凝土取代率、轴压比和体积配箍率下型钢再生混凝土长柱的承载力、延性和耗能能力。在建模过程中，采用纤维模型对型钢再生混凝土柱截面进行细致划分，并对不同截面赋予相应的材料属性，同时结合非线性梁柱单元来完成型钢再生混凝土柱的数值模拟。与试验的对比分析表明，OpenSees能够有效地模拟型钢再生混凝土长柱的受力和变形全过程。
- 型钢再生混凝土 /
- 纤维模型 /
- 低周反复加载 /
- 非线性分析 /
- 数值模拟
Abstract: Construction waste can be re-used for a steel reinforced recycled aggregate concrete structure，whosestrength and energy dissipation capacity can be improved． In this paper，nonlinear numerical simulation on sevensteel reinforced recycled aggregate concrete( SＲＲC) columns using open-source earthquake engineering simulationsystem OpenSees was carried out． The load-bearing capacity，ductility and energy dissipation capacity under differentrecycled aggregate replacement rate，axial compression ratio and volumetric stirrup ratio of the columns wereanalyzed． In the modeling process，the column section was fine-divided and different fibers were defined to simulatethe appropriate material properties． And then，an model of SＲＲC column was established based on the nonlinearbeam-column element． The comparative analysis of the simulation results and the experimental results indicated thatthe OpenSees can be used to simulate the loading process of steel reinforced recycled aggregate concrete columns．
- steel reinforced recycled aggregate concrete /
- fiber model /
- low cyclic reversed loading /
- nonlinear analysis /
- numerical simulation

HTML全文

参考文献(16)

[2] 支正东,张大长,徐恩祥,等.钢管再生混凝土短柱轴压性能试验研究[J].工业建筑,2012,42(12):91-95.

周静海,何海进,孟宪宏,等.再生混凝土基本力学性能试验[J].沈阳建筑大学学报:自然科学版,2010,26(3):465-468.

[3] 张波志,王社良,张博,等.再生混凝土基本力学性能试验研究[J].混凝土,2011(7):4-6.

[4] Silvia Mazzoni,Frank Mckenna,Michael H Scott,et al.OpenSeesUsers Manual [R].PEER,Berkeley: University of California,2004.

[5] 汪训流,陆新征,叶列平.往复荷载下钢筋混凝土柱受力性能的数值模拟[J].工程力学,2007,24(12):76-85.

[6] 王妙芳,郭子雄.型钢混凝土柱的ANSYS 数值模拟技术[J].华侨大学学报:自然科学版,2009,30(2):195-199.

[7] 陈小刚,王翠坤,牟在根,等.型钢混凝土柱抗震性能试验研究方案及有限元分析[C]//第八届全国现代结构工程学术研讨会论文集.天津:天津大学出版社,2008:1527-1534.

[8] 薛建阳,王运成,马辉,等.型钢再生混凝土柱水平承载力及轴压比限值的试验研究[J].工业建筑,2013,43(9):32-37.

[9] 薛建阳,刘锦禄,马辉,等.再生混凝土长柱恢复力模型的试验研究[J].工业建筑,2013,43(9):38-42.

[10] 肖建庄.再生混凝土[M].北京:中国建筑工业出版社,2008.

[11] Scott B D,Park R,Priestley M J N.Stress-Strain Behavior ofConcrete Confined by Overlapping Hoops at Low and High StrainRates [J].ACI Structural Journal,1982,79:13-27.

[12] Sheikh S A,Uzumeri S M.Analytical Model for ConcreteConfinement in Tied Columns [J].Journal of the StructuralDivision,1982,108(12):2703-2722.

[13] Mander J B,Priestley M J N,Park R.Theoretical Stress-StrainModel for Confined Concrete [J].Journal of StructuralEngineering,1988,114(8):1804-1826.

[14] Menegotto M,Pinto P E.Method of Analysis for Cyclically LoadedReinforced Concrete Plane Frames Including Changes in Geometryand Non-Elastic Behavior of Elements Under Combined NormalForce and Bending [C]//Proceedings of the Conference onResistance and Utimate Deformability of Structures Acted on byWell Defined Repeated Loads.Lisbon:International Association forBridge and Structural Engineering,1973:15-22.

[15] 张强,周德源,伍永飞,等.钢筋混凝土框架结构非线性分析纤维模型研究[J].结构工程师,2008,24(1):15-20,25.

[16] 聂利英,李建中,范立础.弹塑性纤维梁柱单元及其单元参数分析[J].工程力学,2004,21(3):15-20.

施引文献

资源附件(0)

访问统计