Progressive Collapse Resistance of RC Frame Structures Considering Torsion

NAVIGATE

Table of Contents

STATISTICS

Viewed1016

Downloads1026

Progressive Collapse Resistance of RC Frame Structures Considering Torsion

[HTML] PDF下载 (1026)

[1]HUANG Yuan,WANG Li.Progressive Collapse Resistance of RC Frame Structures Considering Torsion[J].Journal of Zhengzhou University (Engineering Science),2023,44(05):93-100.[doi:10.13705/j.issn.1671-6833.2023.02.006]

Copy

Journal of Zhengzhou University (Engineering Science)[ISSN 1671-6833/CN 41-1339/T] Volume: 44 Number of periods: 2023 05 Page number: 93-100 Column: Public date: 2023-08-20

Title:: Progressive Collapse Resistance of RC Frame Structures Considering Torsion

Author(s):: HUANG Yuan¹; 2 ; WANG Li²

Keywords:: progressive collapse; torsion; RC frame; numerical analysis; transverse beam; bearing force

CLC:: TU375. 4

DOI:: 10.13705/j.issn.1671-6833.2023.02.006

Abstract:: To explore the effect of torsion on the progressive collapse resistance of RC frame, a finite element model was established by LS-DYNA. Based on the reasonable verification of the torsion tests of beams and the antiprogressive collapse tests of frames, the influence mechanism of torsion on the progressive collapse resistance of the 2-D frame was studied, and the anti-collapse performance of the spatial frame was analyzed. The results showed that compared with non-torque members, when the initial torque reached 20%, 40%, 60%, and 80% of the torsional resistance of the beam, the compressive arch action capacity decreased by 0. 5%, 3. 4%, 10. 9%, and 15. 6%, respectively. With the increasing torque, the fracture of the beam bottom reinforcements showed a trend of advancing and then delaying. While the fracture of the beam top reinforcements near the middle column kept advancing. The coordinated torsion caused by transverse beam bending in the spatial frame would make the bottom reinforcements fracture earlier than the planar frame. The collapse resistance of the spatial frame was equal to the superposition of the capacities of its corresponding planar frame and transverse beam before the reinforcements fracture.

References:: [1] SOZEN M A, THORNTON C H, CORLEY W G, et al. The Oklahoma City bombing: structure and mechanisms of the murrah building [ J ] . Journal of Performance of Constructed Facilities, 1998, 12(3) : 120-136.
[2] SU Y P, TIAN Y, SONG X S. Progressive collapse resistance of axially-restrained frame beams[ J] . ACI Structural Journal, 2009, 106(5) : 600-607.
[3] 何庆锋, 易伟建. 考虑悬索作用钢筋混凝土梁柱子结构抗倒塌性能试验研究[ J] . 土木工程学报, 2011, 44 (4) : 52-59.
HE Q F, YI W J. Experimental study of the collapse-resistant behavior of RC beam-column sub-structures considering catenary action [ J ] . China Civil Engineering Journal, 2011, 44(4) : 52-59.
[4] LIM N S, TAN K H, LEE C K. Effects of rotational capacity and horizontal restraint on development of catenary action in 2-D RC frames [ J ] . Engineering Structures, 2017, 153: 613-627.
[5] YU J, TAN K H. Structural behavior of RC beam-column subassemblages under a middle column removal scenario [ J] . Journal of Structural Engineering, 2013, 139( 2) : 233-250.
[6] 陈伟宏, 刘方豪, 乔泽惠, 等. 钢筋混凝土框架抗倒塌性能影响因素分析[ J] . 郑州大学学报( 工学版) , 2021, 42(2) : 31-36, 104.
CHEN W H, LIU F H, QIAO Z H, et al. Analysis on factors affecting the capability of collapse of reinforced concrete[ J] . Journal of Zhengzhou University (Engineering Science) , 2021, 42(2) : 31-36, 104.
[7] QIAN K, LI B, MA J X. Load-carrying mechanism to resist progressive collapse of RC buildings [ J] . Journal of Structural Engineering, 2015, 141(2) : 04014107.
[8] RASHIDIAN O, ABBASNIA R, AHMADI R, et al. Progressive collapse of exterior reinforced concrete beam-column sub-assemblages: considering the effects of a transverse frame [ J]. International Journal of Concrete Structures and Materials, 2016, 10(4): 479-497.
[9] LIM N S, TAN K H, LEE C K. Experimental studies of 3D RC substructures under exterior and corner column removal scenarios[ J] . Engineering Structures, 2017, 150: 409-427.
[10] 张望喜, 王雄, 刘精巾, 等. 现浇与装配整体式混凝土空间框架子结构的抗连续倒塌性能试验对比研究 [ J] . 建筑结构学报, 2020, 41(7) : 81-90.
ZHANG W X, WANG X, LIU J J, et al. Experimental comparative study on progressive collapse behavior of 100 郑州大学学报 (工学版) 2023 年 cast-in-place and monolithic precast concrete spatial frame substructures [ J] . Journal of Building Structures, 2020, 41(7) : 81-90.
[11] 张望喜, 吴昊, 张瑾熠, 等. 装配整体式混凝土框架子结构防连续倒塌空间受力性能试验研究[ J] . 土木工程学报, 2020, 53(5) : 42-56, 64.
ZHANG W X, WU H, ZHANG J Y, et al. Experimental test on progressive collapse resistance of the spatial behavior of integrated precast concrete frame substructures [ J] . China Civil Engineering Journal, 2020, 53(5) : 42 -56, 64.
[12] WENG Y H, QIAN K, FU F, et al. Numerical investigation on load redistribution capacity of flat slab substructures to resist progressive collapse[ J] . Journal of Building Engineering, 2020, 29: 101109.
[13] QIAN K, CHENG J F, WENG Y H, et al. Effect of loading methods on progressive collapse behavior of RC beam-slab substructures under corner column removal scenario[ J] . Journal of Building Engineering, 2021, 44: 103258. [14] YU J, LUO L Z, LI Y. Numerical study of progressive collapse resistance of RC beam-slab substructures under perimeter column removal scenarios [ J ] . Engineering Structures, 2018, 159: 14-27.
[15] MURRAY Y D, ABUODEH A Y, BLIGH R P. Evaluation of LS-DYNA concrete material model 159 [ R ] . Washington DC: Federal Highway Administration, 2007.
[16] PHAM A T, TAN K H, YU J. Numerical investigations on static and dynamic responses of reinforced concrete sub-assemblages under progressive collapse [ J ] . Engineering Structures, 2017, 149: 2-20.
[17] JENG C H, PENG S F, CHIU H J, et al. New torsion experiment on large-sized hollow reinforced concrete beams [ J]. ACI Structural Journal, 2014, 111(6): 1469-1480.
[18] REN P Q, LI Y, LU X Z, et al. Experimental investigation of progressive collapse resistance of one-way reinforced concrete beam-slab substructures under a middlecolumn-removal scenario [ J ] . Engineering Structures, 2016, 118: 28-40.
[19] DENG X F, LIANG S L, FU F, et al. Effects of highstrength concrete on progressive collapse resistance of reinforced concrete frame [ J] . Journal of Structural Engineering, 2020, 146(6) : 04020078.

Similar References:

Memo

Last Update: 2023-09-04