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Necat ÖZAŞIK; Özgür EREN
《结构与土木工程前沿(英文)》 2022年 第16卷 第6期 页码 792-802 doi: 10.1007/s11709-022-0849-6
关键词: recycled PET fibre-reinforced concrete mechanical properties plastic shrinkage impact energy
Branavan ARULMOLY; Chaminda KONTHESINGHA; Anura NANAYAKKARA
《结构与土木工程前沿(英文)》 2022年 第16卷 第11期 页码 1453-1473 doi: 10.1007/s11709-022-0877-2
关键词: manufactured sand fresh concrete microfines admixtures shrinkage cracking
Beibei SUN, Hao WU, Weimin SONG, Zhe LI, Jia YU
《结构与土木工程前沿(英文)》 2020年 第14卷 第5期 页码 1274-1284 doi: 10.1007/s11709-020-0656-x
关键词: Superabsorbent Polymer mechanical properties hydration heat autogenous shrinkage microstructure
K. S. SIVAKUMARAN,R. M. KOROL,Xiao FAN
《结构与土木工程前沿(英文)》 2014年 第8卷 第3期 页码 282-291 doi: 10.1007/s11709-014-0269-3
关键词: concrete floors structural low-density concrete shrinkage and temperature reinforcements energy absorption penetration tests sieve analysis
Effect of concrete creep and shrinkage on tall hybrid-structures and its countermeasures
Pusheng SHEN, Hui FANG, Xinhong XIA
《结构与土木工程前沿(英文)》 2009年 第3卷 第2期 页码 234-239 doi: 10.1007/s11709-009-0020-7
Mahdi AREZOUMANDI, Mark EZZELL, Jeffery S VOLZ
《结构与土木工程前沿(英文)》 2014年 第8卷 第1期 页码 36-45 doi: 10.1007/s11709-014-0243-0
关键词: admixture conventional concrete (CC) creep fracture mechanic mechanical Properties self-consolidating concrete (SCC) shrinkage
Moving policy and regulation forward for single-use plastic alternatives
《环境科学与工程前沿(英文)》 2021年 第15卷 第3期 doi: 10.1007/s11783-021-1423-5
关键词: Single-use plastic alternatives Policy Regulation Sustainable development
Contribution of CNTs/CNFs morphology to reduction of autogenous shrinkage of Portland cement paste
Feneuil BLANDINE, Karin HABERMEHI-CWIRZEN, Andrzej CWIRZEN
《结构与土木工程前沿(英文)》 2017年 第11卷 第2期 页码 255-255 doi: 10.1007/s11709-017-0395-9
现代混凝土收缩开裂的评估方法与控制关键技术 Article
刘加平, 田倩, 王育江, 李华, 徐文
《工程(英文)》 2021年 第7卷 第3期 页码 348-357 doi: 10.1016/j.eng.2021.01.006
现代混凝土组成日趋复杂、收缩加大、结构约束增强,导致收缩开裂问题突出,严重影响构筑物的服役性能和使用寿命。本文以胶凝材料体系水化程度作为材料与环境温湿度交互作用的基本状态变量,提出了复杂胶凝材料体系水化反应活化能的计算方法,建立了水化-温度-湿度-约束耦合作用模型,实现了多种收缩的耦合计算和开裂风险的量化评估;介绍了水化温升抑制、全过程补偿收缩和化学减缩三项关键技术的作用机理及效果,这些技术能够有针对性地降低混凝土的温降收缩、自收缩和干燥收缩;在此基础上,提出了高抗裂混凝土的设计方法,采用该方法后,全过程控制开裂风险系数小于阈值;最后介绍了典型的工程应用案例,结果表明,采用所提出的方法和技术能够显著抑制甚至避免实际工程中收缩裂缝的产生。
《环境科学与工程前沿(英文)》 2023年 第17卷 第6期 doi: 10.1007/s11783-023-1666-4
● A global snapshot of plastic waste generation and disposal is analysed.
关键词: Plastic waste Farmlands Terrestrial ecosystem Marine life
郑颖人,孔亮
《中国工程科学》 2005年 第7卷 第11期 页码 21-36
分析了经典塑性力学用于岩土类材料的问题,它采用了3个不符合岩土材料变形机制的假设。从固体力学原理直接导出广义塑性位势理论,将经典塑性力学改造为更一般的塑性力学——广义塑性力学。广义塑性力学采用了塑性力学中的分量理论,能反映应力路径转折的影响,并避免了采用正交流动法则所引起的过大剪胀等不合理现象,也不会产生当前非关联流动法则中任意假定塑性势面引起的误差。给出了广义塑性力学的屈服面理论、硬化定律和应力-应变关系,并建立了考虑应力主轴旋转的广义塑性位势理论。屈服条件是状态参数,也是试验参数,只能由试验给出。应用表明,广义塑性力学可作为岩土材料的建模理论,还可应用于诸如极限分析等土力学的诸多领域,具有广阔的应用前景。
《结构与土木工程前沿(英文)》 2022年 第16卷 第1期 页码 86-98 doi: 10.1007/s11709-021-0793-x
关键词: plastic concrete sulfate resistance natural zeolite triaxial compression test SEM permeability
Preventing masks from becoming the next plastic problem
《环境科学与工程前沿(英文)》 2021年 第15卷 第6期 doi: 10.1007/s11783-021-1413-7
The road to sustainable use and waste management of plastics in Portugal
《环境科学与工程前沿(英文)》 2022年 第16卷 第1期 页码 5-5 doi: 10.1007/s11783-021-1439-x
• Portugal recycles 34% of the 40 kg/hab year of plastic packaging waste.
关键词: Single-use plastics Plastic packaging Plastic waste Waste management Waste shipment Lightweight plastic bags
Effect of RC wall on the development of plastic rotation in the beams of RC frame structures
Amar KAHIL, Aghiles NEKMOUCHE, Said BOUKAIS, Mohand HAMIZI, Naceur Eddine HANNACHI
《结构与土木工程前沿(英文)》 2018年 第12卷 第3期 页码 318-330 doi: 10.1007/s11709-017-0420-z
The objective of this study is, to interpret the influence of reinforced concrete walls addition in reinforced concrete frame structures considering behavior laws that reflects the actual behavior of such structures, by means of Castem2000computer code (pushover analysis). A finite element model is proposed in this study, using the TAKEDA modified behavior model with Timoshenko beams elements. This model is validated initially on experimental model. Then the work has focused on the behavior of a RC frame with 3 levels and three bays to better visualize the behavior of plastic hinges. Once the plastic hinge control parameters are identified (plastic rotation, ultimate curvature), a strengthening by introduction of reinforced concrete walls (RC/wall) at the ends of the reinforced concrete frame (RC/frame) has been performed. The results show that these RC walls significantly improve the behavior, by a relocation of efforts towards the central part of the beams.
关键词: RC/frame RC/wall moment curvature plastic rotation plastic hinge pushover analysis global models
标题 作者 时间 类型 操作
Influence of recycled polyethylene terephthalate fibres on plastic shrinkage and mechanical properties
Necat ÖZAŞIK; Özgür EREN
期刊论文
Effects of microfine aggregate in manufactured sand on bleeding and plastic shrinkage cracking of concrete
Branavan ARULMOLY; Chaminda KONTHESINGHA; Anura NANAYAKKARA
期刊论文
Hydration, microstructure and autogenous shrinkage behaviors of cement mortars by addition of superabsorbent
Beibei SUN, Hao WU, Weimin SONG, Zhe LI, Jia YU
期刊论文
Energy absorption potential of concrete floors containing secondary (shrinkage and temperature) reinforcements
K. S. SIVAKUMARAN,R. M. KOROL,Xiao FAN
期刊论文
Effect of concrete creep and shrinkage on tall hybrid-structures and its countermeasures
Pusheng SHEN, Hui FANG, Xinhong XIA
期刊论文
A comparative study of the mechanical properties, fracture behavior, creep, and shrinkage of chemically
Mahdi AREZOUMANDI, Mark EZZELL, Jeffery S VOLZ
期刊论文
Contribution of CNTs/CNFs morphology to reduction of autogenous shrinkage of Portland cement paste
Feneuil BLANDINE, Karin HABERMEHI-CWIRZEN, Andrzej CWIRZEN
期刊论文
Current scenario and challenges of plastic pollution in Bangladesh: a focus on farmlands and terrestrial
期刊论文
Effects of natural zeolite and sulfate ions on the mechanical properties and microstructure of plastic
期刊论文