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学者姓名：李振宝
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Abstract ：
本发明公开一种自密实粘土陶粒泡沫混凝土材料及其制备方法，混凝土是由胶凝材料、轻骨料、泡沫和减水剂混合搅拌均匀而成；所述的胶凝材料是由硅酸盐水泥和粉煤灰或者由硅酸盐水泥和矿粉组成；所述的轻骨料为粒径范围5‑20mm的粘土陶粒；所述的泡沫是由MPS硅树脂聚醚稳泡剂、FP‑108动物蛋白发泡剂和水按照质量比例为0.01：1：30的比例形成发泡剂溶液，并通过发泡机形成的泡沫；所述的减水剂为聚羧酸系液体减水剂。与普通粘土陶粒泡沫混凝土相比，本发明的粘土陶粒泡沫混凝土具有容重轻、耐久性好、抗震保温隔热性能好、抗压强度高、浇筑时无需振捣且泡沫不易破灭等优点，作为一种新型建筑材料可广泛应用在装配式建筑。
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| GB/T 7714 | 李振宝 , 高崇铭 , 陈柏琪 et al. 一种自密实粘土陶粒泡沫混凝土材料及其制备方法 : CN202310415864.9[P]. | 2023-04-18 . |
| MLA | 李振宝 et al. "一种自密实粘土陶粒泡沫混凝土材料及其制备方法" : CN202310415864.9. | 2023-04-18 . |
| APA | 李振宝 , 高崇铭 , 陈柏琪 , 李沐珊 . 一种自密实粘土陶粒泡沫混凝土材料及其制备方法 : CN202310415864.9. | 2023-04-18 . |
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Abstract ：
本发明公开了一种具有吸能特性的四韧带反手性负泊松比胞元及结构，包括第一结构单元和设置于第一结构单元的下方的第二结构单元，所述第一结构单元和第二结构单元对称设置且结构相同，所述第一结构单元的两端分别设置有第一圆环和第二圆环，所述第二结构单元的两端分别设置有第三圆环和第四圆环，并在结构空隙中进行填充。本发明采用上述的一种具有吸能特性的四韧带反手性负泊松比胞元及结构，填充后的四韧带反手性结构相较于填充后的普通内凹结构，在保证其具有负泊松比效应的同时，能量吸收能力大大提高，为了解决负泊松比结构加工困难的缺点，本发明采用3D打印技术来实现其复杂的内部结构形式。
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| GB/T 7714 | 石南南 , 张伟晨 , 刘晗 et al. 一种具有吸能特性的四韧带反手性负泊松比胞元及结构 : CN202310378675.9[P]. | 2023-04-11 . |
| MLA | 石南南 et al. "一种具有吸能特性的四韧带反手性负泊松比胞元及结构" : CN202310378675.9. | 2023-04-11 . |
| APA | 石南南 , 张伟晨 , 刘晗 , 李振宝 , 纪金豹 . 一种具有吸能特性的四韧带反手性负泊松比胞元及结构 : CN202310378675.9. | 2023-04-11 . |
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Abstract ：
In this study, quasi-static tests were conducted on six steel-concrete-steel composite wall (SCSCW) specimens with novel dumbbell-shaped connectors (DSCs) to investigate their seismic performance. The research parameters included the connector arrangement scheme and the axial load. The failure mode, load-displacement curve, and strain data were analyzed in detail. All the specimens exhibited flexural failure, and the experimental phenomena included the local buckling of external steel plates and compressive failure of internal concrete. The local buckling located between the foundation and first row of connectors, had a limited effect on the bearing capacity of the specimens. The connectors effectively controlled the buckling range of the external steel plates. With increasing axial load, the deformation capacity of the specimens decreased significantly. Under the same displacement, the greater the axial load, the greater the secant stiffness, and the higher the accumulated energy dissipation value. When the load reached its peak value, the yield range of the bottom front steel plates of specimen with large axial load was less than that of the specimen with small axial load. The theoretical formula accurately calculated the flexural bearing capacity of SCSCWs, and the maximum error and the average ratio which was defined as experimental value to calculated value were 9% and 1.02, respectively. The horizontal load-displacement relationship of the specimens was calculated using the OpenSees software, and the maximum error of the bearing capacity was 4%. The parametric analysis showed that increasing the steel plate thickness can effectively improve the bearing capacity of SCSCWs.
Keyword ：
Steel -concrete -steel composite wall Steel -concrete -steel composite wall Seismic behavior Seismic behavior Axial compression ratio Axial compression ratio Quasi-static test Quasi-static test Finite element analysis Finite element analysis
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| GB/T 7714 | Zhao, Yukun , Li, Zhenbao , Liu, Ping et al. The seismic behaviors of steel-concrete-steel composite walls with dumbbell-shaped connectors [J]. | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH , 2023 , 211 . |
| MLA | Zhao, Yukun et al. "The seismic behaviors of steel-concrete-steel composite walls with dumbbell-shaped connectors" . | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH 211 (2023) . |
| APA | Zhao, Yukun , Li, Zhenbao , Liu, Ping , Ma, Hua . The seismic behaviors of steel-concrete-steel composite walls with dumbbell-shaped connectors . | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH , 2023 , 211 . |
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Abstract ：
In this study, the axial compressive performance of steel-concrete-steel composite walls (SCSCWs) with novel dumbbell-shaped connectors (DSCs) was investigated. Six specimens were designed and tested, and the study parameters included the physical dimensions and arrangement schemes of DSCs. The failure mode, axial displacement, steel strain, and bearing capacity of the specimens were analyzed. The external steel plates exhibited local buckling, and the internal concrete was crushed. The variation in the physical dimensions of the DSC had little effect on the failure modes, and increasing the number of connectors improved the bearing capacity of the specimens. The axial load-displacement relationships of the SCSCWs were calculated considering the effects of local buckling and post-buckling behavior of steel faceplates in the constitutive relationship. The theoretical curves were in good agreement with the experimental results. A simplified formula for the bearing capacity was proposed, and the average ratio of the experimental to theoretical peak loads was 0.98, indicating that the simplified formula had high accuracy. ABAQUS software was used to simulate the axial behavior of SCSCWs. The simulated results were similar to those of the experiments, and the average ratio of the experimental bearing capacity to the corresponding simulated value was 0.99. Based on the benchmark model, further parameter analyses were conducted to study the effects of material strength and physical dimensions on the axial behavior of SCSCWs. Increasing the material strength and sectional thickness could increase the bearing capacity, and the failure mode was not affected. The theoretical initial stiffness of the SCSCWs was calculated, and the accuracy of the formulas was verified using the simulated results.
Keyword ：
Axial behavior Axial behavior Theoretical analysis Theoretical analysis Local buckling Local buckling Steel-concrete-steel composite wall Steel-concrete-steel composite wall Finite element analysis Finite element analysis
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| GB/T 7714 | Zhao, Yukun , Li, Zhenbao , Ma, Hua . Experimental and numerical studies on compressive behavior of steel-concrete-steel composite walls considering local buckling and post-buckling effect [J]. | THIN-WALLED STRUCTURES , 2023 , 182 . |
| MLA | Zhao, Yukun et al. "Experimental and numerical studies on compressive behavior of steel-concrete-steel composite walls considering local buckling and post-buckling effect" . | THIN-WALLED STRUCTURES 182 (2023) . |
| APA | Zhao, Yukun , Li, Zhenbao , Ma, Hua . Experimental and numerical studies on compressive behavior of steel-concrete-steel composite walls considering local buckling and post-buckling effect . | THIN-WALLED STRUCTURES , 2023 , 182 . |
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Abstract ：
A cantilever holder-girth (CHG) flexible connector was proposed for improving the adaptability of precast concrete (PC) external wall panels to the deformation of the steel frame under severe seismic loads. Three specimens of full-size single-span two-story steel frames with PC external wall panels (composite, open-window, and integral) were designed and tested. Low cyclic loading was applied to the steel frame, and a horizontal force was applied to the external wall panels as inertial force. The results showed that the external wall panels with flexible connectors had good adaptability to the deformation of the steel frame. The maximum deformation of the CHG flexible connector reached 27.16 mm even when the external wall panels were subjected to rare earthquakes such as a magnitude 9 earthquake. The displacement angle of the external wall panels was only 0.0026 rad when the steel frame reached a 2.4 % story drift angle.
Keyword ：
PC external wall panels PC external wall panels Steel frame Steel frame Deformation Deformation Low cyclic loading test Low cyclic loading test CHG flexible connectors CHG flexible connectors
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| GB/T 7714 | Yang, Beibei , Li, Zhenbao , Ma, Hua et al. Adaptability of precast concrete external wall panels to steel frame deformation with flexible connectors [J]. | ENGINEERING STRUCTURES , 2023 , 286 . |
| MLA | Yang, Beibei et al. "Adaptability of precast concrete external wall panels to steel frame deformation with flexible connectors" . | ENGINEERING STRUCTURES 286 (2023) . |
| APA | Yang, Beibei , Li, Zhenbao , Ma, Hua , Yang, Jiulong , Kang, Zhicheng . Adaptability of precast concrete external wall panels to steel frame deformation with flexible connectors . | ENGINEERING STRUCTURES , 2023 , 286 . |
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Abstract ：
本发明属于结构工程技术领域，公开了一种配置桁架筋的预制陶粒泡沫混凝土叠合楼板，包括预制底层、预制夹层、现浇顶层及桁架钢筋网架；所述钢筋网架由桁架腹筋、第一弦筋、第二弦筋、第三弦筋、第一分布横向筋及第二分布横向筋组成；所述预制底层内部布置第一弦筋、第二弦筋和第一分布横向筋，所述现浇顶层布置第三弦筋、分布纵向筋和第二分布横向筋，所述桁架腹筋固定于第一弦筋、第二弦筋与第三弦筋上；所述预制底层与现浇顶层均采用普通商品混凝土，所述预制夹层采用陶粒泡沫混凝土。本发明中配置桁架筋的预制陶粒泡沫混凝土叠合楼板解决了现有叠合楼板承载能力有限、保温能力低、隔音效果差的问题。
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| GB/T 7714 | 马华 , 李沐珊 , 唐贞云 et al. 一种配置桁架筋的预制陶粒泡沫混凝土叠合楼板 : CN202210481812.7[P]. | 2022-05-05 . |
| MLA | 马华 et al. "一种配置桁架筋的预制陶粒泡沫混凝土叠合楼板" : CN202210481812.7. | 2022-05-05 . |
| APA | 马华 , 李沐珊 , 唐贞云 , 李振宝 . 一种配置桁架筋的预制陶粒泡沫混凝土叠合楼板 : CN202210481812.7. | 2022-05-05 . |
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Abstract ：
本实用新型公开了一种CRS嵌套式三维周期隔震基础，包括隔震基础本体，隔震基础本体设置在建筑物的底端，隔震基础本体包括若干个结构单胞，隔震基础本体由结构单胞沿x、y、z三个垂直方向向外周期延拓而成，结构单胞为边长2m、厚度1m的长方体，结构单胞包括外裹层、内裹层和核心，内裹层设置在外裹层内部的中心位置，核心设置在内裹层内部的中心位置，外裹层为混凝土套层，内裹层为橡胶层，核心为实心钢环。本实用新型采用上述结构的CRS嵌套式三维周期隔震基础，能够解决传统的隔震结构结构复杂不易于维修以及隔震效果差的问题。
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| GB/T 7714 | 石南南 , 刘晗 , 李振宝 et al. 一种CRS嵌套式三维周期隔震基础 : CN202222771462.6[P]. | 2022-10-20 . |
| MLA | 石南南 et al. "一种CRS嵌套式三维周期隔震基础" : CN202222771462.6. | 2022-10-20 . |
| APA | 石南南 , 刘晗 , 李振宝 , 纪金豹 , 罗方慧 . 一种CRS嵌套式三维周期隔震基础 : CN202222771462.6. | 2022-10-20 . |
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Abstract ：
一种配置三角锥桁架筋的预制陶粒泡沫混凝土复合剪力墙及其制备方法属于结构工程领域，通过三角锥双面双向桁架钢筋网骨架将混凝土结构层、陶粒泡沫混凝土保温层连接成一体的复合墙体；三角锥双面双向桁架钢筋网骨架由左右平面钢筋网片和中间一片三角锥双面双向钢筋网片焊接组成。保温层是一种无机轻质保温可循环利用的绿色材料，置于混凝土结构层的中间并通过分层浇筑与其紧密结合，在有效降低墙体自重、提升保温性能的同时可保障墙体承载力和耐久性。三角锥双面双向桁架钢筋网骨架除了包含传统钢筋混凝土剪力墙的水平分布筋、竖向分布筋外，其中的三角锥双面双向钢筋网片还以其独特形式增强了拉结效果，更好地实现墙体各部分协同工作。
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| GB/T 7714 | 李振宝 , 李沐珊 , 唐贞云 et al. 一种配置三角锥桁架筋的预制陶粒泡沫混凝土复合剪力墙及其制备方法 : CN202210479650.3[P]. | 2022-05-05 . |
| MLA | 李振宝 et al. "一种配置三角锥桁架筋的预制陶粒泡沫混凝土复合剪力墙及其制备方法" : CN202210479650.3. | 2022-05-05 . |
| APA | 李振宝 , 李沐珊 , 唐贞云 , 马华 . 一种配置三角锥桁架筋的预制陶粒泡沫混凝土复合剪力墙及其制备方法 : CN202210479650.3. | 2022-05-05 . |
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Abstract ：
本发明涉及一种基于COMSOL的地震超材料能带结构和频域分析方法，包括以下步骤：构建地震超材料几何模型，并赋予材料参数；设置Floquet周期边界条件；选择合适的网格剖分方法对几何模型进行网格划分；进行参数化扫描，并进行分析；对结构的频域进行分析。通过COMSOL实现了能够快速求解频散曲线，从而进一步进行频域分析，得到有限排周期结构的衰减域，对于地震超材料的减震性能的评价具有重要意义。
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| GB/T 7714 | 石南南 , 刘晗 , 李振宝 et al. 一种基于COMSOL的地震超材料能带结构和频域分析方法 : CN202211403459.7[P]. | 2022-11-10 . |
| MLA | 石南南 et al. "一种基于COMSOL的地震超材料能带结构和频域分析方法" : CN202211403459.7. | 2022-11-10 . |
| APA | 石南南 , 刘晗 , 李振宝 , 赵卓 , 张伟晨 . 一种基于COMSOL的地震超材料能带结构和频域分析方法 : CN202211403459.7. | 2022-11-10 . |
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Abstract ：
本发明属于结构工程技术领域，公开了一种配置三角锥桁架筋的预制陶粒泡沫混凝土叠合楼板，包括预制普通混凝土层、预制陶粒泡沫混凝土夹层、现浇普通混凝土层、三角锥桁架钢筋网架；所述三角锥桁架钢筋网架由一片三角锥网片在上下方分别焊接第一平面网片与第二平面网片组成，所述的第一平面网片与第二平面网片分别位于预制普通混凝土层与现浇混凝土层内部。本发明中的叠合楼板运用了轻质保温的无机材料，同时因其独特形式而具有良好的整体性能与面外刚度，解决了目前预制混凝土叠合楼板承载力低、隔热隔声性差的问题。
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| GB/T 7714 | 李振宝 , 张良 , 李沐珊 et al. 一种配置三角锥桁架筋的预制陶粒泡沫混凝土叠合楼板 : CN202210480254.2[P]. | 2022-05-05 . |
| MLA | 李振宝 et al. "一种配置三角锥桁架筋的预制陶粒泡沫混凝土叠合楼板" : CN202210480254.2. | 2022-05-05 . |
| APA | 李振宝 , 张良 , 李沐珊 , 马华 . 一种配置三角锥桁架筋的预制陶粒泡沫混凝土叠合楼板 : CN202210480254.2. | 2022-05-05 . |
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