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1.
风电和光伏发电具有间歇性和随机性,为了降低在多源联合发电系统中的弃风弃光率,采用含氢储能系统和火电机组配合来平滑风电和光电机组出力。文中以系统运行成本最小和弃电惩罚成本最小为目标,以系统功率平衡、火电机组出力和爬坡、热备用、风电和光电出力及储能系统储氢罐容量、电解槽和燃料电池功率等为约束条件构建了多源联合发电系统日前调度模型。通过YALMIP工具箱对模型进行编程,并调用CPLEX对编写的程序进行求解。对含有风电、光电、火电机组以及储能系统的多源联合发电系统进行算例分析,通过对比有无储能系统的弃风弃光量和系统总运行成本,证明了含氢储能系统可以有效降低系统的弃风弃光率,并提高系统的经济性。 相似文献
2.
《Soils and Foundations》2022,62(3):101151
A laboratory study was carried out to compare the behaviour of loose tailings under simple shear loading using a torsional shear hollow cylinder device (TSHC) and a direct simple shear (DSS) device, with a focus on shear strength at high strains. This work was carried out on tailings for which the critical state line (CSL) had already been defined, to enable the results to be examined in a critical state framework. The testing indicated that the shear strengths measured at high strains by the DSS apparatus were significantly higher than those measured by the TSHC under undrained simple shear loading conditions. The likely more uniform and ideal simple shear conditions developing within the TSHC, along with the better agreement of results obtained using this equipment with the expected behaviour based on the test initial states and tailings’ CSL suggest that for loose specimens the DSS may overestimate shear strength at high strains. This observation was confirmed by comparing the results of this study with other published data where both CSL and DSS test results were available. The important implications of this observation for the design and analysis of tailings storage facilities (TSFs) in the context of laboratory measurement of liquefied strengths are outlined. 相似文献
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《Soils and Foundations》2022,62(5):101220
In numerous real-life civil engineering practices, including multi-stage embankment construction and foundation pit excavation, the direction of the major principal stress σ1 becomes rotated. In these cases, the granite residual soil may be subjected to inclined consolidation (IC) with σ1 being inclined, because of the relatively high permeability as a result of the fissures formed during weathering. While the effect of the σ1 direction during the shear on the strength of granite residual soil (inherent strength anisotropy) has been primarily established, little is known about how the soil strength is affected by the direction of σ1 during consolidation. This paper presents the effects of IC on the shear strength properties of natural granite residual soil through undrained hollow cylinder torsional shear tests. The effect of the soil structure is also considered by testing remolded soil specimens. The results reveal that while IC changes neither the shape of stress–strain curve nor the specimen features at failure, it leads to an increased ultimate shear strength in terms of both the undrained strength and stress ratio, with the remolded soil being more affected. The presented data provide new insights into the understanding of residual soil strength behaviors. 相似文献
5.
《Geotextiles and Geomembranes》2022,50(1):163-173
Some of the main applications of geosynthetics include use as a hydraulic barrier in sanitary landfills, as a reinforcement element and in pavement engineering. In most cases, these materials are subject to the overlapping effects of tensile strength and puncture. This paper presents a review of indirect methods for calculation of stress and strain averages by means of the California Bearing Ratio (CBR) puncture strength test. In addition, a new calculation method is proposed based on the Kirchhoff plate theory, which interprets the behavior of thin circular plates subjected to a uniform normal loading. This new method enables analysis of the stress-strain in each stretch of the geosynthetic. The methodology is applied to four woven geotextiles of different weights. The results of the new calculation method yielded a better stress-strain correlation with direct tensile strength tests, presenting the smallest relative errors compared to the other indirect calculations reviewed. With the aid of a disk and pins, vertical displacement values at different points in the geotextiles were measured and showed good agreement with analytical predictions. Therefore, the static puncture test combined with the new proposed calculation method is a good alternative for determining the stress-strain parameters of geotextile. 相似文献
6.
为研究高强钢外伸端板加劲螺栓连接节点的抗震性能和设计方法,基于EC3规范组件法和同步塑性设计理念,设计了3种不同屈服机制的Q690高强钢外伸端板加劲螺栓连接节点,通过循环加载试验研究了节点的破坏模式、刚度和承载力、耗能能力以及应变分布规律等,进一步验证了节点能力设计计算模型的有效性。研究结果表明:高强钢外伸端板加劲螺栓连接超强节点的能量耗散区主要集中在梁翼缘削弱区域,等强节点的能量耗散区主要分布于端板连接处以及梁翼缘削弱区域,两种节点均属于延性破坏模式;欠强节点仅依靠端板与梁翼缘间的焊缝裂纹不断扩展和闭合以及有限的端板塑性变形耗散地震能量,属于脆性破坏模式;高强钢外伸端板加劲连接节点的破坏模式、屈服机制以及耗能能力等均与节点的能力设计参数密切相关,基于EC3规范组件法的高强钢外伸端板加劲连接节点能力设计计算模型,可较准确地预测节点的破坏模式,但能力设计参数的合理取值有待继续研究。 相似文献
7.
对国产12.9级高强度螺栓的工程力学性能进行全面测定,为其在建筑结构中的设计和应用以及相关标准的制定和修改提供试验依据。分别通过紧固试验、抗拉试验和剪切试验对不同品牌(A、B、C)和规格(M16、M20和M24)的各72套12.9级高强度螺栓连接副的扭矩系数、抗拉强度和剪切强度进行测定;通过抗滑移试验对72个由B品牌M20螺栓连接的、各采用3种方式处理(喷砂、抛丸和钢丝除锈)的Q235B、Q355B、Q420B连接板表面的连接接头的抗滑移系数进行测定;对5个A品牌M20螺栓制成的材性试样进行拉伸试验获得应力-应变曲线。对试验数据进行正态分布检验并根据统计结果给出12.9级高强度螺栓的扭矩系数、抗拉强度和剪切强度的设计参考值,将抗滑移系数和相关规范中给出的相应值(规范值)进行比较并分析测值较低的原因,建立螺栓材料的非线性和多折线应力-应变本构模型并验证模型精度。研究结果表明:国产12.9级高强度螺栓的扭矩系数和抗拉强度均符合性能标准,剪切强度和抗拉强度设计建议值的比值(0.49)高于二者规范值的比值(0.3);抗滑移系数低于规范值的结果有待进一步研究,原因是接触面的粗糙度不足;非线性模型和多折线模型均能较好地拟合12.9级高强度螺栓材料的单向拉伸应力-应变曲线。 相似文献
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9.
The term environmental innovation system refers to an innovation network composed of enterprises, universities, and research institutions involved in the development and diffusion of environmental technology, with the participation of a government. An environmental innovation system not only exerts important impact on the achievement of carbon neutrality but also affects social and economic activities. Investigations on environmental innovation system performance constantly assume a single-stage independent system while ignoring its internal structure. However, such systems are composed of environmental innovation research and development (R&D) and environmental innovation conversion subsystems. A two-stage data envelopment analysis (DEA) model is developed in this study to analyze the efficiency of Chinese regional environmental innovation system by opening the “black box” and considering shared resources. Empirical results indicated that China presents high overall environmental innovation efficiency although some regions need to improve. Regions with low efficiencies in both environmental innovation R&D (EIR) and environmental innovation conversion (EIC) subsystems should expand their investment in and strengthen the management of environmental innovation resources. Regions with low EIR efficiency should improve the absorption and transformation of environmental innovation achievements. Regions with low EIC efficiency should increase investment in the commercialization of environmental innovation achievements and encourage green economy industries, such as new energy, art, tourism, and environmental protection. 相似文献
10.
Bogdan DORNEANU Sushen ZHANG Hang RUAN Mohamed HESHMAT Ruijuan CHEN Vassilios S. VASSILIADIS Harvey ARELLANO-GARCIA 《工程管理前沿(英文版)》2022,9(4):623
Industry 4.0 aims to transform chemical and biochemical processes into intelligent systems via the integration of digital components with the actual physical units involved. This process can be thought of as addition of a central nervous system with a sensing and control monitoring of components and regulating the performance of the individual physical assets (processes, units, etc.) involved. Established technologies central to the digital integrating components are smart sensing, mobile communication, Internet of Things, modelling and simulation, advanced data processing, storage and analysis, advanced process control, artificial intelligence and machine learning, cloud computing, and virtual and augmented reality. An essential element to this transformation is the exploitation of large amounts of historical process data and large volumes of data generated in real-time by smart sensors widely used in industry. Exploitation of the information contained in these data requires the use of advanced machine learning and artificial intelligence technologies integrated with more traditional modelling techniques. The purpose of this paper is twofold: a) to present the state-of-the-art of the aforementioned technologies, and b) to present a strategic plan for their integration toward the goal of an autonomous smart plant capable of self-adaption and self-regulation for short- and long-term production management. 相似文献