Tests and numerical simulation for anti-progressive collapse of RC frame reinforced with steel braces

WENG Yunhao1, LI Zhi2, DENG Xiaofang1, QIAN Kai1,2

Journal of Vibration and Shock ›› 2022, Vol. 41 ›› Issue (5) : 173-181.

PDF(3599 KB)
PDF(3599 KB)
Journal of Vibration and Shock ›› 2022, Vol. 41 ›› Issue (5) : 173-181.

Tests and numerical simulation for anti-progressive collapse of RC frame reinforced with steel braces

  • WENG Yunhao1, LI Zhi2, DENG Xiaofang1, QIAN Kai1,2
Author information +
History +

Abstract

To study the strengthening effects of steel bracing on progressive collapse resistance of RC frames, two planar RC beam-column sub-frames were tested in laboratory. One of the specimens is strengthened by steel braces. Pushdown loading method is used to study the effects on failure mode and load resisting capacity. Experimental results indicated that steel brace can upgrade the first peak load by 122 %. The decrement of load resisting capacity is due to fracture of the tensile braces. The out-of-plane buckling of the compressive brace become very severe in the beginning stage. Therefore, it only affects the initial stiffness of the specimen and little effects on load resisting capacity of the specimen. Then, Commercial finite element (FE) software LS-DYNA is utilized to further quantify the strengthening contribution from the tensile and compressive braces. The FE model confirmed the experimental results that  the compressive brace made by angle steel will become severe buckling in the beginning stage and thus, it has little effect on the structural resistance and the load resistance mainly attributed into the tensile braces;  Buckling-restrained brace could significantly increase the contribution of the compressive brace for load resistance; If concrete infilled square section replaces the L-shaped section, the load resisting capacity could increase by 42 %.

Key words

Steel braces / RC frame / Progressive collapse / Strengthen effect / Buckling-restrained brace

Cite this article

Download Citations
WENG Yunhao1, LI Zhi2, DENG Xiaofang1, QIAN Kai1,2. Tests and numerical simulation for anti-progressive collapse of RC frame reinforced with steel braces[J]. Journal of Vibration and Shock, 2022, 41(5): 173-181

References

[1]  Ellingwood B R, Leyendecker E V. Approaches for design against progressive collapse[J]. Journal of the Structural Division, 1978, 104(3): 413-423.
[2]  Qian K, Li B. Load-resisting mechanism to mitigate progressive collapse of flat slab structures[J]. Magazine of Concrete Research, 2015, 67(7):349-363.
[3]  Qian K, Li B, Zhang Z W. Testing and simulation of 3D effects on progressive collapse resistance of RC buildings[J]. Magazine of Concrete Research, 2014, 66(1):1400178.
[4]  Qian K, Li B. Quantification of Slab Influences on the Dynamic Performance of RC Frames against Progressive Collapse[J]. Journal of Performance of Constructed Facilities, 2013, 29(1):040140291.
[5]  Qian K, Li B. Dynamic Disproportionate Collapse in Flat-Slab Structures[J]. Journal of Performance of Constructed Facilities, 2014. 25(9):4014005.
[6]  Yu J, Tan K H. Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblages[J]. Engineering Structures, 2013, 55(4):90-106.
[7]  李  易, 叶列平, 陆新征. 基于能量方法的RC框架结构连续倒塌抗力需求分析Ⅰ:梁机制[J]. 建筑结构学报, 2011, 32(11):1-9.
LI Yi, YE Lie-ping, LU xin-zheng. Progressive collapse resistance demand of RC frame structures based on energy method I: beam mechanism[J].Journal of Building Structures,2011,32(11):1-9.
[8]  李  易,陆新征,叶列平.基于能量方法的RC框架结构连续倒塌抗力需求分析Ⅱ:悬链线机制[J].建筑结构学报,2011,32(11):9-16.
LI Yi, LU Xin-zheng, YE Lie-ping. Progressive collapse resistance demand of RC frame structures based on energy method II: catenary mechanism[J].Journal of Building Structures,2011,32(11):9-16.
[9]  李  爽,赵  颖,翟长海,等.节点对RC框架结构抗连续倒塌能力影响研究[J].工程力学,2012,29(12):80-87.
LI Shuang, ZHAO Yin, QU Chang-hai, et al. The Influences of joint on The Progressive Collapse-Resisting Performance of RC frames[J].Engineering Mechanics,2012,29(12):80-87.
[10] 肖  岩,赵禹斌,李凤武,等.钢筋混凝土大比例模型框架角柱突然失效模拟试验研究[J].自然灾害学报,2013,22(04):75-81.
Xiao Yan, Zhao Yu-bing, Li Feng-wu, et al. Experimental research on a large scale RC frame model subjected to sudden corner column removal[J].Journal of Natural Disasters,2013,22(04):75-81.
[11] 易伟建,张凡榛.钢筋混凝土板柱结构抗倒塌性能试验研究[J].建筑结构学报,2012,33(06):35-41.
Yi Wei-jian, Zhang Fang-zhen. Experimental study on collapse performance of a RC flat plate frame structure[J].Journal of Building Structures,2012,33(06):35-41.
[12] 顾祥林,印小晶,林  峰,等.建筑结构倒塌过程模拟与防倒塌设计[J].建筑结构学报,2010,31(06):179-187.
Gu Xiang-lin, Yin Xiao-jin, Lin Feng, et al. Simulation of collapse process and design method to resist collapse for building structures[J].Journal of Building Structures,2010,31(06):179-187.
[13] 苏幼坡,张玉敏,许琳琳,等.突加荷载下钢筋混凝土框架梁性能试验研究[J].建筑结构学报,2009,30(S2):92-97.
 Shu You-po, Zhang Yu-ming, YU Lin-lin, et al. Simulation of collapse process and design method to resist collapse for building structures[J].Journal of Building Structures,2009,30(S2):92-97.
[14] American institute of steel construction. ANSI/AISC 360-05: Specifications for Structural Steel Buildings[S]. Chicago. 2005.
[15] American institute of steel construction. ANSI/AISC 341-05: Seismic Provisions for Structural Steel Buildings[S]. Chicago. 2005.
[16] Youssef M A, Ghaffarzadeh H, Nehdi M. Seismic performance of RC frames with concentric internal steel bracing[J]. Engineering Structures, 2007, 29(7):1561-1568.
[17] Qian K, Li B, Liu Y. Integrity of precast concrete structures to resist progressive collapse[C] Geotechnical and Structural Engineering Congress. 2016:1976-1986.
[18]  Qian K, Li B. Performance of precast concrete substructures with dry connections to resist progressive collapse[J]. Journal of Performance of Constructed Facilities, 2018,32(2): 04018005.
[19]  Qian K, Yu Y, Wang Y M, et al. The effects of bracing on the behavior of RC multi-story frames to resist progressive collapse[C].Structures Congress. 2017:180-186.
[20] ACI Committee 318 (2014). Building code requirements for structural concrete and commentary (318R-14), American Concrete Institute, Farmington Hills, MI, 433 pp.
[21] Yu J, Tan K. Structural behavior of RC beam-column subassemblages under a middle column removal scenario[J]. Journal of Structural Engineering, 139(2), 233-250.
[22] 师燕超. 爆炸荷载作用下钢筋混凝土结构的动态响应行为与损伤破坏机理[D].天津大学,2009.
SHI Yan-chao. Dynamic response and damage mechanism of reinforced concrete structures under blast loading[D].Tianjin University,2009.
[23] 秦卫红,冯  鹏,施凯捷,等.玻璃纤维加固梁柱结构抗连续倒塌性能数值分析[J].同济大学学报(自然科学版),2014,42(11):1647-1653.
 QING Wei-hong, FENG Peng, SHI Kai-jie, et al. Numerical analysis of progressive collapse behavior of glass fiber reinforced polymer strengthened beam-column structures[J].Journal of Tongji University(nature science),2014,42(11):1647-1653.
[24] Yu J. Structural behavior of reinforced concrete frames subjected to progressive collapse[D]. Nanyang Technological University, 2017.
PDF(3599 KB)

Accesses

Citation

Detail

Sections
Recommended

/