基本信息科学研究教育教学论文专著
基本信息
卢爽，男，汉族，1981年生。哈尔滨工业大学土木工程学院。

先后主持承担国家重点研发项目国家自然科学基金面上基金、青年基金、国家博士后基金特别资助、黑龙江省博士后基金以及教育部重点实验室基金等。

工作经历
时间工作经历
2010.9——2013.12哈尔滨工业大学土木工程学院 讲师
2012.1——2013.1美国纽约州立大学布法罗分校 访问学者
2013.12——哈尔滨工业大学 副教授
2015.6—— 哈尔滨工业大学 博士生导师


教育经历
2000年-2004年, 就读于哈尔滨工业大学, 材料学院，无机非金属材料 本科2004年-2006年,哈尔滨工业大学, 材料学院，材料学 硕士2006年-2010年,哈尔滨工业大学, 土木学院，结构工程 博士2012年-2013年, 美国纽约州立大学布法罗分校，复合材料实验室 访问学者


招生



博士招生：

面向：固废无害化与资源化，建筑材料的可持续发展

科研项目

项目名称冻融与溶蚀交互作用下水工混凝土的劣化规律及原位监测

项目来源国家自然科学基金

开始时间2012-01-01

结束时间2014-12-01

项目经费25

担任角色负责
项目类别横向项目
项目状态完成


项目名称严寒地区露天输水管道保温及敷设技术研究

项目来源黑龙江省水利厅

开始时间2014-07-01

结束时间2016-12-01

项目经费30

担任角色负责
项目类别纵向项目
项目状态完成


项目名称冻融及除冰盐耦合作用下道路混凝土劣化规律研究

项目来源博士后特别资助

开始时间2013-01-01

结束时间2015-12-01

项目经费15

担任角色负责
项目类别纵向项目
项目状态完成


项目名称严寒环境高耐久混凝土制备与应用成套技术

项目来源科技部

开始时间2017-01-01

结束时间2021-12-01

项目经费45/457

担任角色负责
项目类别纵向项目
项目状态进行中


项目名称抗硫酸盐及氯盐腐蚀混凝土配制技术

项目来源江苏力引建材科技股份有限公司

开始时间2017-01-01

结束时间2018-12-01

项目经费17

担任角色负责
项目类别横向项目
项目状态进行中


项目名称严寒地区绿色村镇建设关键技术研究与示范

项目来源十二五科技支撑项目 专题负责

开始时间2013-01-01

结束时间2015-12-01

项目经费43/859

担任角色负责
项目类别纵向项目
项目状态完成


项目名称节能绿色建筑材料开发与集成应用示范

项目来源十二五科技支撑项目

开始时间2011-01-01

结束时间2013-12-01

项目经费45/789

担任角色负责
项目类别纵向项目
项目状态完成


项目名称抗冻型粉煤灰砖与配套材料研制及其应用技术研究

项目来源哈尔滨市墙体材料改革建筑节能领导小组办公室

开始时间2009-12-01

结束时间2011-07-01

项目经费185

担任角色参与
项目类别纵向项目
项目状态完成


项目名称海港工程混凝土结构耐久性寿命预测与健康诊断研究

项目来源交通部

开始时间2006-12-01

结束时间2010-06-01

项目经费100

担任角色参与
项目类别纵向项目
项目状态完成


项目名称寒区塑性混凝土的溶蚀的劣化及电化学监测

项目来源冻土工程国家重点实验室

开始时间2013.01

结束时间2015.12

项目经费11

担任角色负责
项目类别纵向项目
项目状态完成


项目名称黑龙江省墙体材料企业与产品信息采集与分析

项目来源黑龙江省墙改办

开始时间2015.01

结束时间2017.01

项目经费30/60

担任角色负责
项目类别横向项目
项目状态完成


项目名称负温条件下水泥基材料的阻尼耗能机理研究

项目来源哈尔滨工业大学

开始时间2013-01-01

结束时间2015-12-01

项目经费30

担任角色负责
项目类别纵向项目
项目状态完成


项目名称基于次级界面弱化的水泥基材料阻尼调控与界面强度理论研究

项目来源国家自然科学基金面上项目

开始时间2019.01

结束时间2022.01

项目经费60

担任角色负责
项目类别纵向项目
项目状态进行中


奖项成果

奖项名称宁波市科学技术奖二等奖

获奖时间2012

完成人柳俊哲,巴恒静,李玉顺, 卢爽等

所获奖项二等奖 排名第4



奖项名称黑龙江省建设厅科技进步奖

获奖时间2017.10

完成人卢爽、赵雷等

所获奖项一等奖 排名第一



奖项名称黑龙江省科学技术奖

获奖时间2017.12

完成人卢爽、赵雷等

所获奖项三等奖 排名第一



研究领域
结构健康监测固废的无害化与资源化新型墙体材料


团队成员
王政,教授 博士生导师 研究方向:

工业废渣的资源化
墙体材料、建筑节能及其体系
水泥的高性能化的基础理论及应用技术
高性能混凝土及混凝土耐久性基础理论及应用技术
巴恒静 教授、博士生导师



l 混凝土耐久性基础理论及设计

l 海洋混凝土结构的健康检测腐蚀抑制及预警

l 负温高性能混凝土理论与应用技术



讲授课程
简介:硕士研究生入学考试，复试课程

混凝土学胶凝材料学英文课程

1、Materials Testing Methods

论文期刊

论文标题Fabrication and Characterization of Self-ignition Coal Gangue Autoclaved Aerated Concrete

作者丛新彧、卢爽、姚燕、王政

期刊名称Materials & Design

期卷97(5)

简单介绍By conducting the orthogonal design for the best mechanical properties of the matrix parts without introducing air pores in advance, the self-ignition coal gangue: lime: cement: gypsum = 54: 23: 20: 3 accompany with 1.3‰ aluminum powder is determined as the optimal mix proportion of the self-ignition coal gangue aerated concrete. Meanwhile, the reasonable Ca/Si ratio of the elements is found to be 0.82. XRD results show that the hydration products of self-ignition coal gangue autoclaved aerated concrete (SCGAAC) are mainly consisted by CSH gel and tobermorite phase, moreover, SEM approved that a higher Ca/Si ratio is conducive to form the tobermorite phase under the autoclaved conditions. The induced pores in SCGAAC are mainly interconnected open cell structure with middle characteristic latitudinal dimension between 0.5 and 2 mm.


论文标题Viscoelastic behavior of carbon black and its relationship with the aggregate size

作者LU Shuang, D D L Chung

期刊名称Carbon

期卷60

简单介绍The viscoelastic behavior of binderless carbon black compacts under dynamic compression (0.2–10.0 Hz, static strain 1.0–2.5%, deformation amplitude 9.4–16 μm and packing density 0.18–0.45 g/cm3) is governed by the solid part of the compact, with the elastic character dominating the viscous character. The viscous character increases with increasing aggregate size, while the elastic character decreases. The interparticle movement in an aggregate contributes to the viscous deformation, while the connectivity among the aggregates contributes to the stiffness. The loss tangent of the solid part increases with increasing aggregate size up to 300 nm, which is optimum for viscoelasticity. A larger specific surface area weakly correlates with a lower storage/loss modulus of the solid part. The particle size does not correlate with the viscoelastic behavior. Both viscous and elastic characters increase with increasing static strain, due to the tightening of the solid part. The loss tangent of the solid part is up to 1.2, compared to 21 and 0.67 for exfoliated graphite and rubber respectively. The storage and loss moduli of the solid part (up to 21 and 180 kPa respectively) are below those of rubber, but are above or comparable to those of exfoliated graphite. Possible applications relate to mechanical isolation.


论文标题Viscoelastic Behavior of Silica Particle Compacts under Dynamic Compression

作者LU Shuang, D D L Chung

期刊名称Journal of Materials in Civil Engineering

期卷26(3)

简单介绍The viscoelastic behavior of model sandy soils in the form of silica particle compacts under dynamic compression (0.2–10.0 Hz) is reported. The solid content ranges from 24 to 28% by volume, as controlled by compaction. Both viscous and elastic characters are largely governed by the solid part of the compact. The elastic character stems from the stiffness of the silica, while the viscous character stems from the interparticle movement. The elastic character of the solid part (the storage modulus and solid content) is essentially independent of the degree of compaction, indicating validity of the rule of mixtures. The viscous character of the solid part (the loss tangent and solid content) decreases with increasing degree of compaction, indicating decreasing ease of interparticle movement as the degree of compaction increases. The loss modulus and solid content is essentially independent of the degree of compaction. All quantities decrease with increasing frequency. A low degree of compaction is recommended for fast decay of the vibration amplitude; no particular degree of compaction is recommended for mechanical energy dissipation.Read More: http://ascelibrary.org/doi/abs/10.1061/(ASCE)MT.1943-5533.**


论文标题Effect of organic intercalation on the viscoelastic behavior of clay

作者LU Shuang, D D L Chung

期刊名称JOURNAL OF MATERIALS SCIENCE

期卷49

简单介绍Clay is a soil component, a ceramic ware com-ponent, and a reinforcement in nanocomposites. Its visco-elastic behavior is relevant to vibration damping and sliprheology. The clay studied is hectorite, which is a triocta-hedralmagnesium-basedsmectite.Claycompactswithsolidcontents (50–53) vol% are studied in terms of the dynamiccompressive properties at small static strains (3.1–3.5 %),low deformation amplitudes (5–8 lm), and low frequencies(0.2–10.0 Hz). The organic intercalation of hectorite (withbasalspacing12 A？priortointercalation)toformorganoclay(nanoclay in the form of disteardimonium hectorite withbasal spacing 29 A？) increases both the loss tangent and theloss modulus of the solid part of the compact by up to about27 %, while affecting the storage modulus negligibly. At10.0 Hz, the organic intercalation increases the loss tangentof the solid part from 0.306 ± 0.009 to 0.366 ± 0.021 andincreases the loss modulus of the solid part from(2.69 ± 0.08) 9 104to(3.44 ± 0.04) 9 104Pa.Theorganicintercalationaffectstheviscousbehaviorratherthantheelasticbehavior.Theviscousbehaviorisattributedtothelow-amplitude dynamic slippage at the interface betweenadjacent clay layers in a clay nanoplatelet and that betweennanoplatelets in a clay particle. In case of organoclay, it isalso due to the nanoscale viscous behavior of the organiccomponent. The viscoelastic properties are essentiallyindependent of the frequency. The viscous character of bothunmodified clay and organoclay is weaker than that of car-bon black or exfoliated graphite, but the elastic character ofboth unmodified clay and organoclay is stronger than that ofcarbon black or exfoliated graphite.


论文标题Viscoelastic Behavior of Silica Fume in Absence of Binder

作者Lu Shuang， D D L Chung

期刊名称Aci Materials Journal

期卷112 (1)

简单介绍ABSTRACT The viscoelastic behavior of silica fume (with and without silane treatment) without a binder is evaluated under dynamic small-strain compression. The loss-tangent/solid-content, storagemodulus/solid-content, and loss-modulus/solid-content describe the solid part of the compact; they increase with silane treatment, and decrease with increasing frequency. The viscous character stems from the interparticle movement. The highest loss-tangent/solid-content is 0.57 and 0.41 for treated and untreated silica fume, respectively; the highest storage-modulus/solid-content is 24 and 12 psi (165 and 82 kPa) for treated and untreated silica fume, respectively. The treatment results in increased aggregation, <= 40% increase in the loss-tangent/solid-content (due to the viscous character of silane), <= 90% increase in the storage-modulus/solid-content (due to the increased cohesion), and <= 180% increase in the loss-modulus/solid-content. An increase in the solid content of the silane-treated silica fume results in a decrease in the loss-tangent/solid-content (due to the decreasing ease of interparticle movement), but an increase in the storage-modulus/solid-content (due to increased cohesion).


论文标题Finite Element Analysis of Multipoint Counter Electrode Sensor in Steel Corrosion Rate Measurement

作者LU Shuang, Zhou lina

期刊名称IEEE sensors

期卷14(3)

简单介绍In this paper, a multipoint counter electrode (MCE) sensor to be placed on the concrete surface for testing the corrosion rate of reinforcing steel was developed. Both the normal platform counter electrode and the MCE have been tested and compared in chloride-contaminated mortar, simulating a kind of marine circumstance. By using the simulation software ANSYS and comparing with the real weight loss of the steel during corrosion, the accuracy of the MCE has been evaluated.


论文标题Macro-cell current measured by Tower Type Sensor in chloride-contaminated mortar

作者Lu shuang,Wang zheng

期刊名称IEEE Sensors Journal

期卷11(8)