学术论文：

Li B, Wang FC. Decoupling method for steel tube–concrete interface force in low-temperature and freeze–thaw conditions: normal bond performance[J], ASCE-Journal of Cold Regions Engineering, 2026, 40(2): 04026012.

Li B, Wang FC, Han LH. Interfacial performance of concrete-filled double skin steel tube in low temperature and freeze-thaw conditions [J], ASCE-Journal of Cold Regions Engineering, 2026.(已录用)

Li B, Xie WQ, Wang FC. Long-term effects including shrinkage and interfacial creep on bond behavior of concrete-filled steel tubes (CFST): Experiment and design[J], Engineering Structures, 2024, 321: 119004. (SCI, JCR Q1, IF=5.6)

Li B, Cheng ZQ, Wang FC. Unified failure criteria for freeze-thaw damaged concrete under multiaxial stress state: An innovative uniaxial strength-dependent prediction method[J], Construction and Building Materials, 2024, 435: 136793. (SCI, JCR Q1, IF=7.4)

Wang FC, Li B, Cheng ZQ, Cui T. Coupling effect of freeze–thaw cycles and multiaxial compression on concrete-filled steel tube (CFST): Insights from simplified meso-scale axisymmetric finite element model[J]. Engineering Structures, 2023, 280: 115691. (SCI, JCR Q1,IF=5.6)

Liu HB, Li B, Chen ZH, Zhou T, Zhang Q. Solar radiation properties of common membrane roofs used in building structures[J], Materials & Design, 2016, 105: 268-277. (SCI, JCR Q1,IF=7.6)

Li B, Wang FC. Coupling effect of freeze-thaw cycles and compressive loading on concrete by electrical resistivity method[C]. 13th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS), 2024.  (A类国际会议)

Wang FC, Cheng ZQ, Li B. Confinement-dependent failure criterion for high-strength concrete in multiaxial stress states[J]. Construction and Building Materials, 2023, 366: 130164. (SCI, JCR Q1, IF=7.4)

Wang FC, Xie WQ, Li B, Han LH. Experimental study and design of bond behavior in concrete-filled steel tubes (CFST) [J], Engineering Structures, 2022, 268: 114750. (SCI, JCR Q1, IF=5.6)

李博,刘红波,周婷.膜下索穹顶太阳辐射非均匀温度效应研究[J].工业建筑,2016,46(11):13-18.

李博,陈志华,刘红波,等.ETFE气枕式膜结构[J].建筑钢结构进展,2016,18(05):1-9.

陈志华,李博,闫翔宇.四坡双向异形弦支网架设计与分析[J].建筑结构,2015,45(17):44-48+53.

史杰,李博,郑红卫,等.海口市民游客中心结构设计[J].建筑结构,2018,48(S1):211-214.

发明专利：

王法承; 李博; 混凝土多轴应力状态和冻融循环耦合效应的数值模拟方法, 2022-12-23, 中国, ZL2022 1 1665300.2

标准：

中国标准, 桥梁健康状态数值分析技术规程, T/CCES66-2025, 中国土木工程学会, 2025-09-26, 参与

软件著作权：

钢管混凝土冻融损伤全过程分析系统V1.0

钢管混凝土太阳辐射时变非均匀温度场分析系统V1.0