引用格式：
Jia ZL, Shi YL, Wang WD, Zheng L. Numerical studies on creep behaviour of SRCFST columns with initial stress of steel tube. Journal of Constructional Steel Research, 2023, 211: 108214.
Highlights:
1. The finite element model of SRCFST column under combined load is established
论文信息：
论文链接：https://www.sciencedirect.com/science/article/pii/S0143974X23004418
论文50天免费下载链接(至2023年11月4日)：https://authors.elsevier.com/c/1hm42,3HWfIAi2
DOI: 10.1016/j.jcsr.2023.108214
一、研究背景
内配型钢钢管混凝土具有承载力高、抗震性强、延性好等特点，已广泛应用在各种高层或超高层建筑、道路桥梁结构中。从结构设计到服役以及最终破坏的整个全寿命周期中，内配型钢钢管混凝土结构可能遇到的不利因素如图1所示。在建造过程中受施工工艺影响钢管将承担初始应力，使用阶段构件将承受长期荷载作用。目前对内配型钢钢管混凝土的研究和规范并未考虑钢管初应力和长期荷载作用时的影响，而考虑钢管初应力和混凝土收缩徐变对组合构件的受力性能有一定影响。在同一层结构中构件变形差异可能较小，但由于现代建筑层数较多，这种影响不断积累，进而影响整体结构的耐久性和适用性。因此，本文通过数值模拟，开展了考虑钢管初应力的内配型钢钢管混凝土徐变性能研究，并提出了相应的计算方法。
图1 建筑结构在全寿命周期过程中可能遇到的不利因素
二、有限元分析
通过合理选取材料本构，采用ABAQUS软件建立了同时考虑两种荷载作用的内配型钢钢管混凝土受压有限元模型，如图2所示。在模型验证的基础上对不同影响参数进行了分析，基于参数分析表明，影响徐变的主要参数有初应力系数、长期荷载比、混凝土强度、钢管和型钢含钢率。其中，增加混凝土强度构件徐变增加，但增加钢管或型钢含钢率构件徐变率降低，这表明对于内配型钢钢管混凝土，适当增加含钢率既可以提高构件承载力也可以降低徐变率。
图2 有限元模型与网格划分
通过分析可以得到，在初应力阶段，对于SRCFST柱仅钢管受初始荷载作用；进入长期荷载加载阶段时，各部件均参与受力，且表现为弹性特征；随后，在长期荷载持续阶段，SRCFST柱仅变形增加，但内部混凝土由于徐变承担的荷载下降。
图3 各部件全过程荷载-应变曲线
三、徐变预测方法
为快速评估考虑两种荷载作用后构件随时间的变形量，基于龄期调整有效模量法（AAEM），通过引入修正系数，得到了考虑钢管初应力的内配型钢钢管混凝土柱徐变计算方法。
表1 徐变调整系数
图4 计算方法验证
四、结论
Conclusions
1
基于合理的混凝土材料本构，建立了考虑钢管初应力的内配型钢钢管混凝土柱徐变计算模型。数值模拟结果表明：在本文研究的两种荷载共同作用下构件处于弹塑性阶段，荷载-变形曲线可分为三个阶段。
2
参数分析表明：长期荷载比从0.2增加到0.8时，钢管初应力系数对徐变率的影响逐渐显著；混凝土强度从30MPa增加到90MPa时，构件不仅变形量增加而且徐变率线性增大约1倍；增加钢管或型钢含钢率可以降低构件变形量以及徐变率。
3
基于龄期调整有效模量法给出考虑钢管初应力的内配型钢钢管混凝土柱徐变计算方法。
五、相关文献
作者简介
贾志路：男，山西人，讲师。主要从事钢-混组合结构静力及爆炸冲击性能研究。
2015.09-2018.06，太原理工大学土木工程专业，硕士研究生（导师：王蕊教授）
郑龙：男，辽宁人，讲师。主要从事钢与混凝土组合结构抗连续倒塌性能及抗冲击性能研究。
2016.09-2019.06，兰州理工大学土木工程学院结构工程专业，硕士研究生（导师：王文达教授、史艳莉教授）
相关研究
（可点击进入）
Part.1
组合结构连续性倒塌
1.组合结构连续性倒塌：次边柱失效下钢管混凝土组合框架抗连续性倒塌性能
2.组合结构连续性倒塌：钢管混凝土柱-组合梁节点抗连续性倒塌性能
3.组合结构连续性倒塌：简化多尺度模型在组合框架连续倒塌研究中的应用
4.组合结构连续性倒塌：装配式钢管混凝土柱-组合梁节点抗连续性倒塌性能
5.组合结构抗连续倒塌：钢管混凝土组合框架-装配式拉伸钢支撑结构抗连续倒塌性能研究
6.组合结构抗连续倒塌：全填充墙钢管混凝土组合框架抗连续倒塌性能研究
7.组合结构抗连续倒塌：冲击荷载下钢管混凝土柱-组合梁节点的抗连续倒塌性能研究
8.组合结构抗连续倒塌：钢管混凝土框架-RC剪力墙结构抗连续倒塌试验研究
Part.2
组合结构全寿命周期性能
1.组合结构全寿命周期性能：钢管初应力对内配型钢圆钢管混凝土受压构件力学性能影响
2.组合结构全寿命周期性能：施工初应力对内配型钢圆钢管混凝土压弯构件力学性能影响
3.组合结构全寿命周期性能：方套圆中空夹层钢管混凝土构件剪切性能
4.组合结构全寿命周期性能：大空心率圆锥形中空夹层钢管混凝土——短柱轴压性能
5.组合结构全寿命周期性能：大空心率圆锥形中空夹层钢管混凝土——偏压性能
6.组合结构全寿命周期性能：大空心率圆锥形中空夹层钢管混凝土——纯弯性能
7.组合结构全寿命周期性能：大空心率圆锥形中空夹层钢管混凝土——压弯构件滞回性能
8.组合结构全寿命周期性能：大空心率圆锥形中空夹层钢管混凝土——压扭性能
9.组合结构全寿命周期性能：长期荷载作用下内配型钢方钢管混凝土力学性能研究
11.组合结构全寿命周期性能：内配型钢钢管混凝土压弯构件在单调及往复荷载下的受力性能
Part.3
混合结构抗震性能
Part.4
组合结构撞击性能
2.组合结构撞击性能：火灾后内配型钢钢管混凝土柱侧向撞击和撞后性能研究
3.组合结构撞击性能：火灾后钢管混凝土构件侧向撞击性能试验和数值研究
4.组合结构撞击性能：火灾后内配型钢钢管混凝土构件侧向撞击性能试验研究Part.5
组合结构抗火性能
Part.6
装配式钢筋混凝土结构
Part.7
新型高性能结构材料
Part.8
新型吸能结构
课题组主要成果
Part.1
组合结构连续性倒塌
[1]. Wang Jing-Xuan, Sun Yan-Hao, Gao Shan, Wang Wen-Da*. Anti-collapse mechanism and reinforcement methods of composite frame with CFST columns and infill walls. Journal of Constructional Steel Research, 2023, 208: 108022.
[2]. Wang Wen-Da*, Zheng Long*, Xian Wei. Simplified multi-scale simulation investigation of 3D composite floor substructures under different column-removal scenarios. Journal of Constructional Steel Research, 2023,208: 108002.
[3]. Wang Jing-Xuan, Sun Yan-Hao, Gao Shan, Wang Wen-Da*. Anti-collapse performance of concrete-filled steel tubular composite frame with RC shear walls under middle column removal. Journal of Building Engineering, 2023, 64: 105611.
[4]. Wang Wen-Da*, Zheng Long, Xian Wei. Performance of the CFST column to composite beam connection under static and impact loads. Journal of Constructional Steel Research, 2022,198: 107567.
[5]. 王景玄*，杨永，孙衍浩. 全填充墙钢管混凝土组合框架抗连续倒塌性能研究[J]. 土木工程学报，2022，55(8): 11-13.
[6]. Wang Jing-Xuan, Shen Ya-Jun, Gao Shan*, Wang Wen-Da. Anti-collapse performance of concrete-filled steel tubular composite frame with assembled tensile steel brace under middle column removal. Engineering Structures, 2022, 266: 114635.
[7].Zheng Long, Wang Wen-Da*, Xian Wei. Experimental and numerical investigation on the anti-progressive collapse performance of fabricated connection with CFST column and composite beam. Engineering Structures, 2022, 256: 114061.
[8].Zheng Long, Wang Wen-Da*. Multi-scale numerical simulation analysis of CFST column-composite beam frame under a column-loss scenario. Journal of Constructional Steel Research, 2022, 190: 107151.
[9].Zheng Long, Wang Wen-Da*, Li Hua-Wei. Progressive collapse resistance of composite frame with concrete-filled steel tubular column under a penultimate column removal scenario. Journal of Constructional Steel Research, 2022, 189: 107085.
[10].王景玄*，杨永，周侃，李秋颖. 角柱失效下钢管混土柱-组合梁框架抗连续倒塌能力研究. 工程力学，2022，39(5):105-118.
[11].Wang Jiang-Xuan*, Yang Yong, Xian Wei, Li Qiu-Ying. Progressive collapse mechanism analysis of concrete-filled square steel tubular column to steel beam joint with bolted-welded hybrid connection. International Journal of Steel Structures, 2020, 20(5), 1618-1635.
[12].Wang Wen-Da*, Zheng Long, Li Hua-Wei. Experimental investigation of composite joints with concrete-filled steel tubular column under column removal scenario. Engineering Structures, 2020, 219: 110956.
[13].郑龙，王文达*，李华伟，李天昊．钢管混凝土柱-钢梁穿心螺栓外伸端板式节点抗连续倒塌性能研究．建筑结构学报，2019，40(11): 140-149
[14].Shi Yan-Li, Zheng Long, Wang Wen-Da*. The influence of key component characteristic on the resistance to progressive collapse of composite joint with the concrete-filled steel tubular column and steel beam with through bolt-extended endplate. Frontiers in Materials, 2019, 6: 64.
[15].王文达*，郑龙，魏国强．穿心构造的钢管混凝土柱-钢梁节点抗连续性倒塌性能分析与评估．工程科学与技术，2018，50(6): 39-47.
[16].王景玄，王文达*，李华伟．钢管混凝土平面框架子结构抗连续倒塌精细有限元分析．工程力学，2018，35(6): 105-114.
[17].王景玄，王文达*，李华伟．采用静-动力转换方法的钢管混凝土框架受火倒塌非线性分析．工程科学与技术，2017，49(4): 53-60.
[18].Wang Wen-Da*, Li Hua-Wei, Wang Jing-Xuan. Progressive collapse analysis of concrete-filled steel tubular column to steel beam connections using multi-scale model. Structures, 2017, 9: 123-133.
[19].史艳莉，石晓飞，王文达*，王景玄，李华伟．圆钢管混凝土柱-H钢梁内隔板式节点抗连续倒塌机理研究．振动与冲击，2016，35(19):148-155.
[20].王文达*，王景玄，周小燕．基于纤维模型的钢管混凝土组合框架连续倒塌非线性动力分析．工程力学，2014，31(9): 142-151.
Part.2
组合结构撞击性能
[1].Ji Sun-Hang, Wang Wen-Da*, Chen Wen-Su, Shi Yan-Li*, Xian Wei. Lateral impact behaviour of post-fire steel-reinforced concrete-filled steel tubular members: Experiment and evaluation method. Engineering Structures, 2023, 293: 116612.
[2].Ji Sun-Hang, Wang Wen-Da*, Chen Wen-Su, Xian Wei, Wang Rui, Shi Yan-Li*. Experimental and numerical investigation on the lateral impact responses of CFST members after exposure to fire. Thin-Walled Structures, 2023, 190: 110968.
[8].Xian Wei, Chen Wen-Su, Hao Hong, Wang Wen-Da*. Experimental and numerical studies on square steel-reinforced concrete-filled steel tubular (SRCFST) members subjected to lateral impact. Thin-Walled Structures, 2021, 160: 107409.
[9].Xian Wei, Chen Wen-Su, Hao Hong, Wang Wen-Da*, Wang Rui. Investigation on the lateral impact responses of circular concrete-filled double-tube (CFDT) members. Composite Structures, 2021, 255: 112993.
[10].Xian Wei, Wang Wen-Da*, Wang Rui, Chen Wen-Su, Hao Hong. Dynamic response of steel-reinforced concrete-filled circular steel tubular members under lateral impact loads. Thin-Walled Structures, 2020, 151: 106736.
[11].史艳莉，纪孙航，王文达*，郑龙．高温作用下钢管混凝土构件侧向撞击性能研究．爆炸与冲击，2020，40(4): 043303.
[12].史艳莉，鲜威，王蕊，王文达*．方套圆中空夹层钢管混凝土组合构件横向撞击试验研究．土木工程学报，2019，52(12): 11-21.
[13].史艳莉，何佳星，王文达*，鲜威，王蕊．内配圆钢管的圆钢管混凝土构件耐撞性能分析．振动与冲击，2019，38(9): 123-132.
Part.3
组合结构抗火
[1].Mao Wen-Jing, Zhou Kan, Wang Wen-Da*. Investigation on fire resistance of steel-reinforced concrete-filled stell tubular columns subjected to non-unform fire. Engineering structures, 2023, 280: 115653.
[2].Mao Wen-Jing, Wang Wen-Da*, Zhou Kan. Fire performance on steel-reinforced concrete-filled steel tubular columns with fire protection. Journal of Constructional Steel Research, 2022, 199: 107580.
[3].魏国强，王文达*，毛文婧．震损后方钢管混凝土柱耐火性能试验研究．建筑结构学报，2022，43(12)：123-134.
[4].Mao Wen-Jing, Wang Wen-Da*, Zhou Kan, Du Er-Feng. Experimental study on steel-reinforced concrete-filled steel tubular columns under the fire. Journal of Constructional Steel Research, 2021, 185: 106867.
[5].王文达*，陈润亭．方钢管混凝土柱-外环板式组合梁节点在地震损伤后的耐火性能分析．工程力学，2021，38(3): 73-85，DOI: 10.6052/j.issn.1000-4750.2020.05.0259
[6].Mao Wen-Jing, Wang Wen-Da*, Xian Wei. Numerical analysis on fire performance of steel-reinforced concrete-filled steel tubular columns with square cross-section. Structures, 2020, 28: 1-16.
[7].Xu Lei*, Wang Ming-Tao, Bao Yan-Hong, Wang Wen-Da. Numerical analysis on structural behaviors of concrete filled steel tube reinforced concrete (CFSTRC) columns subjected to 3-side fire. International Journal of Steel Structures, 2017, 17(4): 1515-1528.
[8].Bao Yan-Hong, Xu Lei*, Wang Wen-Da, Sun Jian-Gang. Numerical analysis on mechanical property of concrete filled steel tube reinforced concrete (CFSTRC) columns subjected to ISO-834 standard fire. International Journal of Steel Structures, 2017, 17(4): 1561-1581.
[9].王景玄，王文达*．考虑火灾全过程的钢管混凝土柱-组合梁平面框架受力性能分析．振动与冲击，2014, 33(11): 124-129+135.
[10].王景玄，王文达*．不同火灾工况下钢梁-钢管混凝土柱平面框架受火全过程分析．建筑结构学报，2014，35(3): 102-109.
Part.4
组合结构抗震
[1].Rui Jia, Xian Wei, Wang Wen-Da*, Zhu Yan-Peng, Wang Jing-Xuan. Experimental study on seismic behaviour of the outrigger truss-core wall spatial joints with peripheral CFST columns. Structures, 2022, 41: 1014-1026.
[2].史艳莉，纪孙航，王文达*，张宸，范家浩．大空心率圆锥形中空夹层钢管混凝土压弯构件滞回性能研究．土木工程学报，2022，55(1): 75-88.
[3].王文达*，陈润亭．方钢管混凝土柱-外环板式组合梁节点在地震损伤后的耐火性能分析．工程力学，2021，38(3): 73-85.
[4].王凤，王文达*，史艳莉．钢管混凝土框架柱计算长度研究．工程力学，2015，32(1): 168-175.
[5].王文达*，魏国强，李华伟．钢管混凝土框架-RC剪力墙混合结构滞回性能分析．振动与冲击，2013, 32(15): 45-50.
[6].王文达*，史艳莉，文天鹏．钢框架平端板连接组合节点弯矩-转角关系．振动与冲击，2013，32(10):43-49+68.
[7].史艳莉，王文达，靳垚．考虑墙体作用的低层冷弯薄壁型钢轻型房屋住宅体系弹塑性动力分析．工程力学，2012，29(12): 186-195.
[8].Han Lin-Hai, Wang Wen-Da, Tao Zhong. Performance of circular CFST column-to-steel beam frames under lateral cyclic loading. Journal of Constructional Steel Research, 2011, 67(5): 876-890.
[9].曲慧，王文达．钢管混凝土梁柱连接节点弯矩-转角关系实用计算方法研究．工程力学，2010，27(5): 106-114.
[10].王文达，韩林海．钢管混凝土柱-钢梁平面框架的滞回关系．清华大学学报(自然科学版)，2009，49(12): 1934-1938.
[11].王文达，韩林海．钢管混凝土框架力学性能的简化二阶弹塑性分析．清华大学学报(自然科学版)，2009，49(9): 1455-1458.
[12].Wang Wen-Da, Han Lin-Hai, Zhao Xiao-Ling. Analytical behavior of frames with steel beam to concrete-filled steel tubular column. Journal of Constructional Steel Research, 2009, 65(3): 497-508.
[13].王文达，韩林海．钢管混凝土框架力学性能的非线性有限元分析．建筑结构学报，2008，29(6): 75-83.
[14].王文达，韩林海．钢管混凝土框架实用荷载-位移恢复力模型研究．工程力学，2008，25(11): 62-69.
[15].Wang Wen-Da, Han Lin-Hai, Uy Brian. Experimental behaviour of steel reduced beam section (RBS) to concrete- filled CHS column connections. Journal of Constructional Steel Research, 2008, 64(5): 493-504.
[16].Han Lin-Hai, Wang Wen-Da, Zhao Xiao-Ling. Behaviour of steel beam to concrete-filled SHS column frames: Finite element model and verifications. Engineering Structures, 2008, 30(6): 1647-1658.
[17].王文达，韩林海，游经团．方钢管混凝土柱-钢梁外加强环节点滞回性能的实验研究，土木工程学报，2006，39(9)：17-25.
[18].王文达，韩林海，陶忠．钢管混凝土柱-钢梁平面框架抗震性能的试验研究．建筑结构学报，2006，27(3)：48-58.
Part.5
组合结构全寿命周期性能
[1].Jia Zhi-Lu, Shi Yan-Li, Wang Wen-Da, Zheng Long. Numerical studies on creep behaviour of SRCFST columns with initial stress of steel tube. Journal of Constructional Steel Research, 2023, 201: 108214.
[2].Wang Wen-Da*, Jia Zhi-Lu, Xian Wei, Shi Yan-Li. Performance of SRCFST member under long-term loading and preload on steel tube. Journal of Building Engineering, 2023, 73: 106700.
[3].Ji Sun-Hang, Wang Wen-Da*, Xian Wei, Shi Yan-Li*. Cyclic and monotonic behaviour of steel-reinforced concrete-filled steel tubular columns. Thin-Walled Structures, 2023, 185: 110644.
[4].Wang Wen-Da*, Ji Sun-Hang, Shi Yan-Li. Experimental and numerical investigations on concrete-filled double-tubular slender columns under axial and eccentric loading. Journal of Constructional Steel Research, 2023, 201: 107714.
[5].Jia Zhi-Lu, Wang Wen-Da*, Shi Yan-Li, Xian Wei. Performance of steel-reinforced concrete-filled square steel tubular members under sustained axial compression loading. Engineering Structures, 2022, 263: 114464.
[6].贾志路，史艳莉，王文达*，鲜威．钢管初应力对内配型钢的圆钢管混凝土柱受压性能影响．建筑结构学报，2022，43(6): 63-74.
[7].Jia Zhi-Lu, Shi Yan-Li, Wang Wen-Da*, Xian Wei. Compression-bending behaviour of steel-reinforced concrete-filled circular steel tubular columns with preload. Structures, 2022, 36: 892-911.
[8].Jia Zhi-Lu, Shi Yan-Li, Xian Wei, Wang Wen-Da*. Torsional behaviour of concrete-filled circular steel tubular members under coupled compression and torsion. Structures. 2021, 34: 931-946.
[9].王文达*，纪孙航，史艳莉，张宸．内配型钢方钢管混凝土构件压弯剪性能研究．土木工程学报，2021，54(1): 76-87.
[10].Shi Yan-Li, Jia Zhi-Lu, Wang Wen-Da*, Xian Wei, Tan Ee Loon. Experimental and numerical study on torsional behaviour of steel-reinforced concrete-filled square steel tubular members. Structures, 2021, 32: 713-730.
[11].Wang Wen-Da*, Ji Sun-Hang, Xian Wei, Shi Yan-Li. Experimental and numerical investigations of steel-reinforced concrete-filled steel tubular members under compression-bending-shear loads. Journal of Constructional Steel Research, 2021, 181: 106609.
[12].Wang Wen-Da*, Xian Wei, Hou Chao, Shi Yan-Li. Experimental investigation and FE modelling of the flexural performance of square and rectangular SRCFST members. Structures, 2020, 27: 2411-2425.
[13].Wang Wen-Da*, Jia Zhi-Lu, Shi Yan-Li, Tan Ee Loon. Performance of steel-reinforced circular concrete-filled steel tubular members under combined compression and torsion. Journal of Constructional Steel Research, 2020, 173: 106271.
[14].Shi Yan-Li, Xian Wei, Wang Wen-Da*, Li Hua-Wei. Mechanical behaviour of circular steel-reinforced concrete-filled steel tubular members under pure bending loads. Structures, 2020, 25: 8-23.
[15].Shi Yan-Li, Xian Wei, Wang Wen-Da*, Li Hua-Wei. Experimental performance of circular concrete-filled steel tubular members with inner profiled steel under lateral shear load. Engineering Structures, 2019, 201: 109746.
[16].史艳莉*，周绪红，鲜威，王文达．无端板矩形钢管混凝土构件基本剪切性能研究．工程力学，2018，35(12): 25-33.
[17].王文达，于清．混凝土浇筑过程中方钢管柱的力学性能．清华大学学报(自然科学版)，2013，53(1):6-11.
Part.6
中空夹层钢管混凝土结构
[1].Fan Jia-Hao, Wang Wen-Da*, Shi Yan-Li, Ji Sun-Hang. Torsional behaviour of tapered CFDST members with large void ratio. Journal of Building Engineering, 2022, 52: 104434.
[2].Shi Yan-Li, Ji Sun-Hang, Wang Wen-Da*, Xian Wei, Fan Jia-Hao. Axial compressive behaviour of tapered CFDST stub columns with large void ratio. Journal of Constructional Steel Research, 2022, 191: 107206.
[3].Duan Li-Xin, Wang Wen-Da*, Xian Wei, Shi Yan-Li. Shear response of circular-in-square CFDST members: Experimental investigation and finite element analysis. Journal of Constructional Steel Research, 2022, 190: 107160.
[4].史艳莉，纪孙航，王文达*，张宸，范家浩．大空心率圆锥形中空夹层钢管混凝土压弯构件滞回性能研究．土木工程学报，2022，55(1): 75-88.
[5].Wang Wen-Da*, Fan Jia-Hao, Shi Yan-Li, Xian Wei. Research on mechanical behaviour of tapered concrete-filled double skin steel tubular members with large hollow ratio subjected to bending. Journal of Constructional Steel Research, 2021, 182: 106689.
[6].史艳莉，张超峰，鲜威，王文达*．圆锥形中空夹层钢管混凝土偏压构件受力性能研究．建筑结构学报，2021，42(5): 155-164+176.
Part.7
纤维模型与子程序开发等
[1].Tao Zhong*, Katwal Utsab, Uy Brian, Wang Wen-Da. Simplified nonlinear simulation of rectangular concrete-filled steel tubular columns. ASCE Journal of Structural Engineering, 2021, 147(6): 04021061.
[2].Shi Yan-Li*, Li Hua-Wei, Wang Wen-Da, Hou Chao. A fiber model based on secondary development of ABAQUS for elastic-plastic analysis. International Journal of Steel Structures, 2018, 18(5): 1560-1576.
[3].Katwal Utsab, Tao Zhong*, Hassan Md Kamrul, Wang Wen-Da. Simplified numerical modeling of axially loaded circular concrete-filled steel stub columns. ASCE Journal of Structural Engineering, 2017, 143(12): 04017169.
[4].王文达*，魏国强．基于纤维模型的型钢混凝土组合剪力墙滞回性能分析．振动与冲击，2015，35(6):30-35.
[5].王文达*，王景玄，周小燕．基于纤维模型的钢管混凝土组合框架连续倒塌非线性动力分析．工程力学，2014，31(9): 142-151.
[6].王文达*，杨全全，李华伟．基于分层壳单元与纤维梁单元组合剪力墙滞回性能分析．振动与冲击，2014, 33(16):142-149.
[7].李华伟，王文达*．ABAQUS二次开发在钢管混凝土结构有限元分析中的应用．建筑结构学报，2013，34(s1):353-358.
Part.8
装配式钢筋混凝土结构
[1].Yuan Yu-Jie, Wang Wen-Da*, Huang Hua. Deformation mechanism of steel artificial controllable plastic hinge in prefabricate frame. Journal of Constructional Steel Reserarch, 2023, 201: 107735.
Part.9
新型高性能结构材料
[1].Gao Fang-Fang, Tian Wei, Wang Wen-Da*. Residual impact resistance behavior of concrete containing carbon nanotubes after exposure to high temperatures. Construction and Building Materials, 2023, 366: 130183.
Part.10
新型吸能结构
[1].Zheng Long, Li Fu-Qi, Wang Wen-Da*. A honeycomb panel-based protective device for steel parking structure against transverse impact. Journal of Constructional Steel Research, 2023, 211: 108203.
编辑：郑 龙
审核：王文达
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