[1]Dai Lizhao, Lin Zhoucheng, Chen Rui, Wang Lei*, Collaborative optimization of cost, reliability, and carbon emissions for a bridge network maintenance strategy based on the improved NSGA-III, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 2026, 12(1): 04025093. [2]Dai Lizhao; Tao Yihao; Yuan Ping; Wang Lei. 3D meso-scale modeling of bond behavior between helical strand and concrete, Engineering Structures, 2024, 309: 118041. [3]Dai Lizhao, Xie Junhong, Zhang Yongjie, Wang Lei*, Experimental study on interfacial behavior and flexural performance of prestressed concrete beams under local corrosion and fatigue, Structural Concrete, 2025. [4]Dai Lizhao, Chen Peng, Luo Xin, Wang Lei*, Zhang Jianren. Prediction of corrosion-induced retraction slip of prestressing strand in pre-tensioned concrete beams. Structure and Infrastructure Engineering, 2024, 20(11), 1778-1789. [5]Dai Lizhao, Liu Yaofeng, Liu Guokun, Yan Donghuang, Yuan Ming, Wang Lei*. Damage simulation and strengthening of main girder after the fire-induced fracture of stay cables during construction. Structures, 2022, 45: 448-458. [6]Dai Lizhao, Xu Wengang, Wang Lei*, Yi Shanchang, Chen Wen. Secondary transfer length and residual prestress of fractured strand in post-tensioned concrete beams. Frontiers of Structural and Civil Engineering, 2022, 16(3): 388-400. [7]Dai Lizhao, Long Dixuan, Wang Lei*. Meso-scale modeling of concrete cracking induced by 3D corrosion expansion of helical strands. Computers and Structures, 2021, 254: 106615. [8]Dai Lizhao, Chen Yang, Wang Lei*, Ma Yafei. Secondary anchorage and residual prestressing force in locally corroded PT beams after strand fracture. Construction and Building Materials, 2021, 175: 122137. [9]Dai Lizhao, Chen Hong, Wang Lei*, Ma Yafei, Zhang Jianren. Transfer length prediction in pre-tensioned concrete beams under corrosive cracking. Structures, 2021, 30: 938-948. [10]Dai Lizhao, Bian Hanbing, Wang Lei*, Potier-Ferry Michel, Zhang Jianren. Prestress loss diagnostics in pre-tensioned concrete structures with corrosive cracking. Journal of Structural Engineering, 2020, 146(3): 04020013. [11]Dai Lizhao, Wang Lei*, Bian Hanbing, Zhang Jianren, Zhang Xuhui, Ma Yafei. Flexural capacity prediction of corroded prestressed concrete beams incorporating bond degradation. Journal of Aerospace Engineering, 2019, 32(4): 04019027. [12]Dai Lizhao, Wang Lei*, Deng Ming, Wu Binghui, Floyd Royce W., Zhang Jianren. Strengthening a 20-year-old post-tensioned concrete box beam with double-layer prestressed steel wire ropes. Journal of Bridge Engineering, 2018, 23(11): 05018009. [13]Dai Lizhao, Wang Lei*, Zhang Jianren, Zhang Xuhui. A global model for corrosion-induced cracking in prestressed concrete structures. Engineering Failure Analysis, 2016, 62: 263-275. [14]戴理朝, 康哲, 陈瑞, 王磊*. 基于NSGA-III的桥梁网络多目标维修决策优化研究. 土木工程学报, 2024, 57(5): 41-52. [15]王磊, 陈瑞, 戴理朝*, 涂荣辉. 面向低碳理念的桥梁群多目标维护决策优化研究. 中国公路学报, 2024, 37(4): 188-200. |
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