Investigation of Modeling Strategies for Progressive Collapse Analysis of RC Frame Structures

被引:24
作者
Feng, De-Cheng [1 ,2 ]
Xie, Si-Cong [3 ]
Ning, Chao-Lie [4 ]
Liang, Shi-Xue [5 ,6 ]
机构
[1] Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 210096, Jiangsu, Peoples R China
[2] Southeast Univ, Lab Indtrialized Struct & Bridge Engn Jiangsu Pro, Nanjing 210096, Jiangsu, Peoples R China
[3] Southeast Univ, Sch Civil Engn, Nanjing 210096, Jiangsu, Peoples R China
[4] Tongji Univ, Shanghai Inst Disaster Prevent & Relief, Shanghai 200092, Peoples R China
[5] Zhejiang Sci Tech Univ, Sch Civil Engn & Architecture, Hangzhou 310018, Zhejiang, Peoples R China
[6] Zhejiang Sci Tech Univ, Engn Res Ctr Construct Technol Precast Concrete Z, Hangzhou 310018, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Progressive collapse; Reinforced concrete (RC) frame structure; Numerical modeling; Displacement-based element; Force-based element; Joint element; BEAM-SLAB SUBSTRUCTURES; PLASTIC-DAMAGE MODEL; NONLINEAR-ANALYSIS; COLUMN SUBASSEMBLAGES; LOCALIZED FAILURE; FINITE-ELEMENTS; SUB-ASSEMBLAGES; JOINT MODEL; CONCRETE; RESISTANCE;
D O I
10.1061/(ASCE)CF.1943-5509.0001328
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a numerical investigation of the reliability and applicability of modeling strategies used to perform progressive collapse analysis of RC structures. Three widely adopted numerical approaches based on displacement-based element (DBE), force-based element (FBE), and macro joint element (MJE) are comprehensively studied. The formulations and characteristics of each strategy are first introduced, and the adopted material constitutive models are then presented and set as the same in different approaches. Some benchmark experiments of RC beam-to-column subassemblages that are subjected to column removal are selected as the reference to validate the three modeling approaches. Finally, influences of several typical modeling parameters in different strategies (e.g., mesh size for the DBE, integration points for the FBE, and bond-slip effect for the MJE) are studied, and some recommendations for a practical numerical modeling procedure are made for progressive collapse analysis of RC structures.
引用
收藏
页数:11
相关论文
共 54 条
[1]   Numerical investigations on static and dynamic responses of reinforced concrete sub-assemblages under progressive collapse [J].
Anh Tuan Pham ;
Tan, Kang Hai ;
Yu, Jun .
ENGINEERING STRUCTURES, 2017, 149 :2-20
[2]  
[Anonymous], 2004, THESIS STANFORD U
[3]  
[Anonymous], 2013, ALTERNATE PATH ANAL
[4]  
[Anonymous], 2013, UFC 4-023-03)
[5]   Macromodel-based simulation of progressive collapse: RC frame structures [J].
Bao, Yihai ;
Kunnath, Sashi K. ;
El-Tawil, Sherif ;
Lew, H. S. .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2008, 134 (07) :1079-1091
[6]   Modeling of Reinforced Concrete Assemblies under Column-Removal Scenario [J].
Bao, Yihai ;
Lew, H. S. ;
Kunnath, Sashi K. .
JOURNAL OF STRUCTURAL ENGINEERING, 2014, 140 (01)
[7]   Progressive collapse fragility of reinforced concrete framed structures through incremental dynamic analysis [J].
Brunesi, E. ;
Nascimbene, R. ;
Parisi, F. ;
Augenti, N. .
ENGINEERING STRUCTURES, 2015, 104 :65-79
[8]   Extreme response of reinforced concrete buildings through fiber force-based finite element analysis [J].
Brunesi, E. ;
Nascimbene, R. .
ENGINEERING STRUCTURES, 2014, 69 :206-215
[9]   Progressive collapse fragility models of European reinforced concrete framed buildings based on pushdown analysis [J].
Brunesi, Emanuele ;
Parisi, Fulvio .
ENGINEERING STRUCTURES, 2017, 152 :579-596
[10]   Localization issues in force-based frame elements [J].
Coleman, J ;
Spacone, E .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2001, 127 (11) :1257-1265