焊接栓钉型钢混凝土柱压扭抗震性能及其承载力

Compression-torsion seismic performance and bearing capacity of welded stud steel reinforced concrete column

摘要

为研究压扭复合作用下焊接栓钉型钢混凝土(stud steel reinforced concrete，SSRC)柱的抗震性能，以轴压比和栓钉布置形式为变化参数对7个焊接栓钉型钢混凝土柱和1个型钢混凝土(steel reinforced concrete，SRC)柱试件进行拟静力低周往复加载试验。观察试件的破坏过程，获取其扭矩-扭转角滞回曲线、峰值荷载和破坏荷载等特征参数，分析了各变化参数对其抗震性能指标的影响。研究表明，压扭复合作用下，各试件均发生扭转破坏，试件最终破坏形态与栓钉布置形式无明显关联；试件的扭矩-扭转角滞回曲线呈倒S形；增大轴压比及在型钢上布置栓钉均可增大焊接栓钉型钢混凝土柱的抗扭承载力和扭转耗能，但增大轴压比会降低试件的变形能力；轴压比由0增大到0.4时，试件的峰值荷载提高了20.6%；各栓钉布置形式均可提高试件的峰值荷载，其中腹板布置栓钉提高效果最显著，提高了18.1%；栓钉在型钢上呈腹板、对称、X形布置时其抗震性能优于其余栓钉布置形式；最后，提出了焊接栓钉型钢混凝土柱的实用抗扭承载力计算公式，计算结果误差小于3%，具有比较好的适用性，为SSRC柱的抗震设计及应用提供参考依据。

Abstract

To study the seismic behavior of welded stud steel reinforced concrete (SSRC) columns under the combined action of compression and torsion, quasi-static low-cycle reciprocating loading tests were conducted on seven welded stud steel reinforced concrete columns and one steel reinforced concrete (SRC) column specimen, with axial compression ratio and stud arrangement as variable parameters. The failure process of each specimen was observed, and the characteristic parameters such as the torque-torsion angle hysteresis curve, peak load, and failure load were obtained. The influence of each variable parameter on its seismic behavior index was analyzed. The results indicate that under the combined action of compression and torsion, torsion failure occurs in each specimen, and the final failure mode of the specimen has no significant relation to the arrangement of studs. The torque-torsion angle hysteresis curve of the specimen is in an inverted S-shaped. Increasing the axial compression ratio and arranging studs on the steel can increase the torsional bearing capacity and torsional energy dissipation of the welded stud steel reinforced concrete column, yet increasing the axial compression ratio will reduce the deformation capacity of the specimen. When the axial compression ratio increases from 0 to 0.4, the peak load of the specimen increases by 20.6%. Each stud arrangement can boost the peak load of the specimen, and the web stud arrangement has the most significant effect, which is increased by 18.1%. When the studs are arranged in web, symmetry, or X-shaped configuration on the section steel, their seismic behavior is superior to that of the other studs. Finally, a practical formula for calculating the torsional bearing capacity of welded stud steel reinforced concrete columns is proposed. The error of the calculation results is less than 3%, indicating good applicability. This study provides a reference for the seismic design and application of SSRC columns.

关键词

压扭复合作用 / 焊接栓钉 / 型钢混凝土柱 / 栓钉布置形式 / 抗扭承载力计算

Key words

compression-torsion composite effect / welding stud / steel reinforced concrete / stud arrangement / bearing capacity calculation

参考文献

[1] 彭修宁, 邓敬旻, 林焯铭, 等 . 型钢混凝土T形截面剪力墙基于性能的变形限值研究[J]. 地震工程与工程振动, 2024, 44(4): 89-103.

[2] Peng Xiuning, Deng Jingmin, Lin Zhuoming, et al. Study on deformation limit index of steel reinforced concrete T-shaped shear wall based on performance[J]. Earthquake Engineering and Engineering Dynamics, 2024, 44(4): 89-103. (in Chinese)

[3] 董宏英, 郭华镇, 曹万林, 等 . 圆截面型钢不同强度混凝土巨柱的抗震性能[J]. 地震工程与工程振动, 2021, 41(2): 35-42.

[4] Dong Hongying, Guo Huazhen, Cao Wanlin, et al. Seismic performance of circular H-section SRC mega columns with different concrete strength[J]. Earthquake Engineering and Engineering Dynamics, 2021, 41(2): 35-42. (in Chinese)

[5] Ming Ming, Zheng Shansuo, Zhang Yixin, et al. Experimental study on the bond-slip behavior and stress transfer mechanism between shaped steel and high-performance fiber-reinforced concrete[J]. Structures, 2021, 34: 5013-5028.

[6] 陈宗平, 戴上秦, 王成, 等 . 栓钉连接件、锚固及降温方式对高温喷水后型钢再生混凝土界面剪力传递的影响[J]. 防灾减灾工程学报, 2022, 42(2): 362-371.

[7] Chen Zongping, Dai Shangqin, Wang Cheng, et al. Effect of stud shear connector, anchorage and cooling method on interfacial shear transfer of steel reinforced recycled aggregate concrete after high temperature and water spraying[J]. Journal of Disaster Prevention and Mitigation Engineering, 2022, 42(2): 362-371. (in Chinese)

[8] Zhang Lingfeng, Wang Kun, Ling Zhibin, et al. Bond-slip behavior between reactive powder concrete and H-shaped steel[J]. Journal of Constructional Steel Research, 2023, 210: 108058.

[9] Dong Hongying, Zhao Yizhou, Cao Wanlin, et al. Interfacial bond-slip behaviour between reinforced high-strength concrete and built-in steel plate with studs[J]. Engineering Structures, 2021, 226: 111317.

[10] Suzuki A, Kimura Y . Mechanical performance of stud connection in steel-concrete composite beam under reversed stress[J]. Engineering Structures, 2021, 249: 113338.

[11] Wang Xianlin, Liu Yuqing, Li Yongxuan, et al. Bond behavior and shear transfer of steel section-concrete interface with studs: testing and modeling[J]. Construction and Building Materials, 2020, 264: 120251.

[12] 王威, 续鉴, 李昱, 等 . 带栓钉波形腹板PEC柱界面黏结滑移性能与抗剪承载力试验研究[J]. 工程力学, 2025, 42(10): 122-135.

[13] Wang Wei, Xu Jian, Li Yu, et al. Experimental study on interface bond-slip properties and shear bearing capacity of corrugated web PEC column with stud[J]. Engineering Mechanics, 2025, 42(10): 122-135. (in Chinese)

[14] 邱昕玥, 邵永健, 谢强 . 钢骨混凝土复合受扭柱抗震性能试验研究[J]. 建筑钢结构进展, 2024, 26(9): 76-85.

[15] Qiu Xinyue, Shao Yongjian, Xie Qiang . Experimental research on seismic performance of steel reinforced concrete columns under combined torsion[J]. Progress in Steel Building Structures, 2024, 26(9): 76-85. (in Chinese)

[16] 胡夏闽, 张婧, 张冰, 等 . H型钢腹板焊接栓钉的部分外包混凝土组合构件纵向受剪性能试验研究[J]. 建筑结构学报, 2018, 39(3): 158-166.

[17] Hu Xiamin, Zhang Jing, Zhang Bing, et al. Longitudinal shear behavior in partially concrete encased composite members with H-web welded studs[J]. Journal of Building Structures, 2018, 39(3): 158-166. (in Chinese)

[18] Wang Weichen, Li Junhua, Chen Pingjun, et al. Effects of freeze-thaw cycles on interfacial shear transfer characteristics in section steel reinforced concrete composite structures with stud connectors[J]. Engineering Structures, 2024, 307: 117948.

[19] 陈宇良, 钟铭, 陈宗平 . 焊接栓钉型钢混凝土梁纯扭试验及损伤分析[J]. 建筑结构, 2019, 49(4): 110-117, 97.

[20] Chen Yuliang, Zhong Ming, Chen Zongping . Pure torsional experiment and damage analysis of welded stud steel reinforced concrete beams[J]. Building Structure, 2019, 49(4): 110-117, 97. (in Chinese)

[21] Zhou Ji, Chen Zongping, Chen Yuliang, et al. Torsional behavior of steel reinforced concrete beam with welded studs: experimental investigation[J]. Journal of Building Engineering, 2022, 48: 103879.

[22] Zhou Ji, Chen Zongping, Zheng Wei, et al. Seismic behavior of steel reinforced concrete column with welded studs subjected to combined action of compression-bending-shear-torsion[J]. Engineering Structures, 2022, 252: 113727.

[23] 蔡粮锴, 柏文, 戴君武, 等 . 基础隔震结构隔震层扭转控制及影响研究[J]. 地震工程与工程振动, 2022, 42(4): 200-209.

[24] Cai Liangkai, Bai Wen, Dai Junwu, et al. Research on torsional control and influence of isolation layer of base isolation structure[J]. Earthquake Engineering and Engineering Dynamics, 2022, 42(4): 200-209. (in Chinese)

[25] Cao Xiaoluo, Wu Linmei, Li Zhenming . Behaviour of steel-reinforced concrete columns under combined torsion based on ABAQUS FEA[J]. Engineering Structures, 2020, 209: 109980.

[26] Selmy Y M, Abdallah A E, El-Salakawy E F . Seismic performance assessment of GFRP-RC circular columns under high torsion combined with bending and shear cyclic loading[J]. Journal of Composites for Construction, 2025, 29: 04024080.

[27] YB 9082-2006 钢管混凝土结构技术规程[S].

[28] YB 9082-2006 Technical specification of steel-reinforced concrete structures[S]. (in Chinese)

[29] JGJ 138-2016 组合结构设计规范[S].

[30] JGJ 138-2016 Code for design of composite structures[S]. (in Chinese)

[31] 陈宗平, 刘祥, 陈建佳 . 型钢混凝土十字形柱复合受扭滞回性能试验研究[J]. 建筑结构学报, 2020, 41(6): 108-118.

[32] Chen Zongping, Liu Xiang, Chen Jianjia . Experimental study on hysteretic behavior of steel reinforced concrete cross-shaped column under combined action of compression-flexure-shear and torsion[J]. Journal of Building Structures, 2020, 41(6): 108-118. (in Chinese)

[33] Chen Zongping, Mo Linlin, Li Shengxin, et al. Seismic behavior of steel reinforced concrete L-shaped columns under compression-bending-shear-torsion combined action[J]. Journal of Building Engineering, 2021, 42: 102498.

[34] 杭子彦, 邵永健, 施怀博 . 扭矩作用下型钢混凝土构件的力学性能试验研究[J]. 苏州科技大学学报(工程技术版), 2021, 34(2): 7-13.

[35] Hang Ziyan, Shao Yongjian, Shi Huaibo . Experimental study on mechanical properties of steel reinforced concrete members under torsion[J]. Journal of Suzhou University of Science and Technology (Engineering and Technology), 2021, 34(2): 7-13. (in Chinese)

[36] 陈宇良, 张绍松, 陈宗平 . 型钢混凝土T形梁纯扭及弯扭性能试验研究[J]. 工程力学, 2024, 41(4): 116-127.

[37] Chen Yuliang, Zhang Shaosong, Chen Zongping . Experimental study on pure torsion and bending-torsion performance of T section steel reinforced concrete beams[J]. Engineering Mechanics, 2024, 41(4): 116-127. (in Chinese)

[38] Jia Zhilu, Shi Yanli, Xian Wei, et al. Torsional behaviour of concrete-filled circular steel tubular members under coupled compression and torsion[J]. Structures, 2021, 34: 931-946.

[39] 邓然, 周绪红, 王宇航, 等 . 圆台形大空心率中空夹层钢管混凝土构件压扭性能研究[J]. 建筑结构学报, 2024, 45(3): 136-147.

[40] Deng Ran, Zhou Xuhong, Wang Yuhang, et al. Compression-torsion behavior of tapered concrete-filled double-skin steel tubular members with large hollow ratio[J]. Journal of Building Structures, 2024, 45(3): 136-147. (in Chinese)

[41] 魏国强, 吕向明, 王鑫, 等 . 内置十字型钢方钢管混凝土短柱压扭性能研究[J]. 建筑科学, 2023, 39(7): 54-63.

[42] Wei Guoqiang, Lv Xiangming, Wang Xin, et al. Study on torsion behaviour of concrete-filled square steel tubular stub columns with internal cruciform steel[J]. Building Science, 2023, 39(7): 54-63. (in Chinese)

[43] 陈爽, 韦丽兰, 李虎林, 等 . SFCB增强珊瑚混凝土柱抗震性能与骨架曲线模型[J]. 建筑材料学报, 2024, 27(9): 861-870.

[44] Chen Shuang, Wei Lilan, Li Hulin, et al. Seismic performance and skeleton curve model of SFCB reinforced coral concrete columns[J]. Journal of Building Materials, 2024, 27(9): 861-870. (in Chinese)

[45] Wang Wenda, Jia Zhilu, Shi Yanli, et al. Performance of steel-reinforced circular concrete-filled steel tubular members under combined compression and torsion[J]. Journal of Constructional Steel Research, 2020, 173: 106271.

[46] AIJ standard for structural calculation of steel reinforced concrete structures[S].

[47] GB/T 50010-2010 混凝土结构设计标准[S]. 2024年版.

[48] GB/T 50010-2010 Code for design of concrete structures[S]. 2024 ed. (in Chinese)

[49] 陈宗平, 许瑞天, 郑巍 . 复合受力下焊接栓钉SRC柱抗扭承载力计算[J]. 应用力学学报, 2021, 38(1): 286-292.

[50] Chen Zongping, Xu Ruitian, Zheng Wei . Calculation of torsional bearing capacity of SRC column with welded bolts under compound stress[J]. Chinese Journal of Applied Mechanics, 2021, 38(1): 286-292. (in Chinese)

[51] 刘康 . 单调与往复作用焊接栓钉型钢混凝土柱受扭性能试验研究[D]. 柳州: 广西科技大学, 2024.

[52] Liu Kang . Experimental study on torsional behavior of welded stud steel reinforced concrete columns under monotonic and cyclic loading[D]. Liuzhou: Guangxi University of Science and Technology, 2024. (in Chinese)

[53] 范新宇 . 型钢混凝土梁受扭性能试验和强度计算研究[D]. 苏州: 苏州科技大学, 2021.

[54] Fan Xinyu . The study on torsion behavior and strength calculation methods of steel reinforced concrete beams[D]. Suzhou: Suzhou University of Science and Technology, 2021. (in Chinese)

[55] Chen Yuliang, Zhang Shaosong, Chen Zongping . Experimental study on steel reinforced concrete T-section beam subjected to pure torsion and combined action of bending-torsion[J]. Structures, 2022, 46: 1000-1015.

基金资助

国家自然科学基金项目(52368013)

国家自然科学基金项目(51908141)

中国博士后科学基金项目(2021M693854)