有DOI号的外文文献请直接上 sci-se 免费下载。国内外文检索的网站有：百度学术、文献小镇等，搜到DOI号后方法同上。以下是SCI、EI等各大外文文献索引及数据库：（数目过多，需要链接的可以追问）ACM Digital Library－Association for Computing Machinery Digital Library ACS Publications [美国化学学会电子期刊]A&HCI [艺术与人文引文索引]AIP－American Institute of Physics [美国物理联合会数据库] APS－American Physical Society [美国物理学会数据库]ASCE（美国土木工程师学会电子期刊及会议录数据库)ASME（美国机械工程师学会电子期刊及会议录数据库）CPCI [会议录引文索引]EBSCO ASP 学术期刊集成全文数据库 EBSCO BSP 商业资源电子文献全文数据库EBSCO ERICElsevier ScienceDirectEmerald全文期刊库（管理学、工程学）EMS（欧洲数学学会）数据库ESI（Essential Science Indicator）基本科学指标数据库 EV（EI、INSPEC 工程索引）HeinOnline 法律数据库IEL(IEEE/IET Electronic Library)Incites-Benchmarking（综合索引库）Innography 高端专利分析工具JCR - Journal Citation Reports（期刊引证报告）JSTOR（过期期刊与图书）MathSciNet 美国数学评论OSA（美国光学学会电子期刊数据库）ProQuest Dialog 国际联机检索平台 RSC－Royal Society of Chemistry [英国皇家化学学会电子期刊] Science Citation Index（科学引文索引）SciFinder（美国化学文摘社）Social Science Citation Index（社会科学引文索引）Springer E-journal（SLCC 斯普林格电子期刊）Springer 电子书Westlaw 法学专业数据库Wiley Online Library（Wiley Online Library电子期刊和在线图书）日本知识库（JapanKnowledge）中数图外文电子图书数据库
我只知道几个比较权威的杂志：ACI Materials Journal ACI structural Journal Construction Disgest Engineering Journal
学校图书馆，中国期刊网，如果是专著的话，网上有电子版的，比如像理论力学，材料力学，结构力学，弹性力学等。
有DOI号的外文文献请直接上 sci-se 免费下载。国内外文检索的网站有：百度学术、文献小镇等，搜到DOI号后方法同上。以下是SCI、EI等各大外文文献索引及数据库：（数目过多，需要链接的可以追问）ACM Digital Library－Association for Computing Machinery Digital Library ACS Publications [美国化学学会电子期刊]A&HCI [艺术与人文引文索引]AIP－American Institute of Physics [美国物理联合会数据库] APS－American Physical Society [美国物理学会数据库]ASCE（美国土木工程师学会电子期刊及会议录数据库)ASME（美国机械工程师学会电子期刊及会议录数据库）CPCI [会议录引文索引]EBSCO ASP 学术期刊集成全文数据库 EBSCO BSP 商业资源电子文献全文数据库EBSCO ERICElsevier ScienceDirectEmerald全文期刊库（管理学、工程学）EMS（欧洲数学学会）数据库ESI（Essential Science Indicator）基本科学指标数据库 EV（EI、INSPEC 工程索引）HeinOnline 法律数据库IEL(IEEE/IET Electronic Library)Incites-Benchmarking（综合索引库）Innography 高端专利分析工具JCR - Journal Citation Reports（期刊引证报告）JSTOR（过期期刊与图书）MathSciNet 美国数学评论OSA（美国光学学会电子期刊数据库）ProQuest Dialog 国际联机检索平台 RSC－Royal Society of Chemistry [英国皇家化学学会电子期刊] Science Citation Index（科学引文索引）SciFinder（美国化学文摘社）Social Science Citation Index（社会科学引文索引）Springer E-journal（SLCC 斯普林格电子期刊）Springer 电子书Westlaw 法学专业数据库Wiley Online Library（Wiley Online Library电子期刊和在线图书）日本知识库（JapanKnowledge）中数图外文电子图书数据库
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我只知道几个比较权威的杂志：ACI Materials Journal ACI structural Journal Construction Disgest Engineering Journal
推荐到OA图书馆进行下载，输入英文关键词即可。
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English is the Civil Engineering Civil Engineering, civil engineering is literally, it is the construction of the project It means building objects that the construction on the ground, underground, water works facilities, equipment and materials to use in surveying, design construction, maintenance, repair and other professional Civil Engineering with the progress of the human society, has been transformed into large integrated disciplines, it has a number of branches, such as : construction, rail projects, road projects, bridge projects, special project structure, water drainage works, the port project, water, environmental engineering A total of six professional Civil Engineering : architecture, urban planning, civil engineering, construction and environmental engineering equipment, water drainage works and road bridge Civil Engineering as an important foundation subjects, its important attribute : an integrated, social, practicality, Civil Engineering for the development of the national economy and improve the living standards of the people provided important material and technological foundation for the revitalization of many industries played a catalytic role in the construction of fixed assets is a basic production process, the construction and real estate in many countries and regions become a pillar of the economyAncient Civil Engineering has a long time span, roughly 500 years before Christ from the original date in civil engineering activities to the 16 century Italian Renaissance, resulting in the rapid development of the Civil Engineering on the road today, and has experienced more than 2,000 During this period, due to the development of scientific theories and slow, there is no breakthrough in civil engineering Century from 17 pages to 40 years in the 20th century end of the Second World War 300 years, foreign construction made great Civil Engineering has entered a phase of quantitative Some theoretical development, the emergence of new materials, new tools of invention, the Civil Engineering Science is perfection and In modern times, after the end of World War II, many countries economic takeoff, the increasing advances of modern science, so as to provide a powerful impetus to further development and material People's living conditions continue to improve, more and more comfortable living environment for the inevitable in the circumstances, the construction of development directly to the Civil Engineering 土木工程的英文是Civil Engineering ,直译是民用工程，它是建造各种工程的统称。它既指建设的对象，即建造在地上，地下，水中的工程设施，也指应用的材料设备和进行的勘测，设计施工，保养，维修等专业技术。土木工程随着人类社会的进步而发展，至今已经演变成为大型综合性的学科，它已经出许多分支，如：建筑工程，铁路工程，道路工程，桥梁工程，特种工程结构，给水排水工程，港口工程，水利工程，环境工程等学科。土木工程共有六个专业：建筑学，城市规划，土木工程，建筑环境与设备工程，给水排水工程和道路桥梁工程。土木工程作为一个重要的基础学科，有其重要的属性：综合性，社会性，实践性，统一性。土木工程为国民经济的发展和人民生活的改善提供了重要的物质技术基础，对众多产业的振兴发挥了促进作用，工程建设是形成固定资产的基本生产过程，因此，建筑业和房地产成为许多国家和地区的经济支柱之一。古代的土木工程有很长的时间跨度，大致从公元前500年新石器时代出现原始的土木工程活动到16世纪末意大利的文艺复兴，导致土木工程走上迅速发展的道路为止，前后经历了两千多年。在这段时间内，由于科学理论发展及其缓慢，土木工程也没有突破习惯的发展。从17世纪中页开始到20 世纪40年代第二次世界大战结束为止的300年间，国外的建筑取得了长足的进步。土木工程进入了定量分析阶段。一些理论的发展，新材料的出现，新工具的发明，都使土木工程科学日渐完善和成熟。到了近代，二战结束之后，许多国家经济起飞，现代科学日益进步，从而为进一步发展提供了强大的动力和物质基础。人们生活水平的不断提高，必然要求越来越舒适的居住环境，在这种情况下，建筑的发展直接推动了土木工程的发展。总的来说土木工程是一门古老的学科，它已经取得了巨大的成就，未来的土木工程将在人们的生活中占据更重要的地位。地球环境的日益恶化，人口的不断增加，人们为了争取生存，为了争取更舒适的生存环境，必将更加重视土木工程。在不久的将来，一些重大项目将会陆续兴建，插入云霄的摩天大楼，横跨大样的桥梁，更加方便的交通将不是梦想。科技的发展，以及地球不断恶化的环境必将促使土木工程向太空和海洋发展，为人类提供更广阔的生存空间。近年来，工程材料主要是钢筋，混凝土，木材和砖材，在未来，传统材料将得到改观，一些全新的更加适合建筑的材料将问世，尤其是化学合成材料将推动建筑走向更高点。同时，设计方法的精确化，设计工作的自动化，信息和智能话技术的全面引入，将会是人们有一个更加舒适的居住环境。一句话，理论的发展，新材料的出现，计算机的应用，高新技术的引入等都将使土木工程有一个新的飞跃
%e5%9c%9f%e6%9c%a8%e5%b7%a5%e7%a8%8b给你个链接，自己下载吧
我也是土木专业的，把以前我用的那个发给你参考一下。去看邮箱吧。
SCC formwork pressure: Influence of steel rebars Abstract The formwork pressure exerted by a given Self Compacting Concrete (SCC) depends on its thixotropic behavior, on the casting rate and on the shape of the It can moreover be expected that, in the case of a formwork containing steel rebars, these should also play a In first part, the specific case of a cylindrical formwork containing a single cylindrical steel rebar is In second part, a comparison of the theoretical predictions to the experimental measurements of the pressure drop, after the end of casting SCC, was determined and the proposed model was Finally, an extrapolation is suggested of the proposed method to the case of a rectangular formwork containing a given horizontal section of steel rebars, which could allow the prediction of the formwork pressure during Keywords: Fresh concrete; Rheology; Workability; Formwork presure; Thixotropy Introduction In most of the current building codes or technical recommendations [1], [2], [3] and [4], the main parameters affecting formwork pressure during casting are the density of concrete, the formwork dimensions, the pouring rate of concrete, the temperature, and the type of However, it was recently demonstrated that, in the case of SCC, the thixotropic behaviour of the material played a major role [5] P Billberg, Form pressure generated by self-compacting concrete, Proceedings of the 3rd International RILEM Symposium on Self-compacting Concrete, RILEM PRO33 Reykjavik, Iceland (2003), 271–[5], [6], [7] and [8] It can be noted that this influence is in fact indirectly taken into account in the above empirical technical recommendations via the effect of temperature and type of the binder, which are both strongly linked to the ability of the material to build up a structure at rest [9], [10] and [11] During placing, the material indeed behaves as a fluid but, if is cast slowly enough or if at rest, it builds up an internal structure and has the ability to withstand the load from concrete cast above it without increasing the lateral stress against the It was demonstrated in [7] and [8] that, for a SCC confined in a formwork and only submitted to gravity forces, the lateral stress (also called pressure) at the walls may be less than the hydrostatic pressure as some shear stress τwall is supported by the It was also demonstrated that this shear stress reached the value of the yield stress, which itself increased with time because of Finally, if there is no sliding at the interface between the material and the formwork [8], the yield stress (not less or not more) is fully mobilized at the wall and a fraction of the material weight is supported (vertically) by the The pressure exerted by the material on the walls is then lower than the value of the hydrostatic Based on these results, the model proposed by Ovarlez and Roussel [7] predicts a relative lateral pressure σ′ ( ratio between pressure and hydrostatic pressure) at the bottom of the formwork and at the end of casting equal to: (1)and a pressure drop Δσ′(t) after casting equal to: (2)where H is the height of concrete in the formwork in m, Athix the structuration rate in Pa/s [10], R is the casting rate in m/s, e is the width of the formwork in m, g is gravity, t is the time after the end of casting and ρ is the density of the As it can be seen from the above, the key point for the pressure decrease is that the shear stress on each vertical boundary of the formwork equals the static yield stress of the It can then be expected that, in the case of a formwork containing steel rebars, the stress at the surface of the rebars should also play a It is the objective of this paper to start from the model developed by Ovarlez and Roussel [7] and extend it to the case of reinforced As the steel rebars should have a positive effect on formwork design ( decreasing the formwork pressure), this could allow for a further reduction of the formwork In first part, the specific case of a cylindrical formwork containing a single cylindrical steel rebar is In second part, a comparison of the theoretical predictions to the experimental measurements of the pressure drop, after the end of casting SCC, is determined and the proposed model is Finally, an extrapolation is suggested of the proposed method to the case of a rectangular formwork containing a given horizontal section of steel rebars, which could allow the prediction of the formwork pressure during Influence of a vertical steel bar on the pressure decrease inside a cylindrical formwork In this paper, SCC is considered as a yield stress material (in first step, thixotropy is neglected), and, for stresses below the yield stress, SCC behaves as an elastic material [7] In the following, cylindrical coordinates are used with r in the radius direction; the vertical direction z is oriented downwards (see F 1) The top surface (upper limit of the formwork) is the plane z = 0; the formwork walls are at r = R The bottom of the formwork is located at z = H An elastic medium of density ρ is confined between the cylindrical formwork and an internal cylindrical steel rebar defined by the boundary (r = rb) For the boundary condition, the Tresca conditions are imposed everywhere at the walls ( it is assumed that the shear stress at the walls is equal to the yield stress τ00 as argued by Ovarlez and Roussel [7] and demonstrated in [8]) In order to compute the mean vertical stress σzz(z) in the formwork, the static equilibrium equation projected on the z axis on an horizontal slice of material confined between two coaxial rigid cylinders can be written: Evaluation of the structuration rate of SCC at rest The vane test The yield stress of the studied SCC was measured using a concrete rheometer equipped with a vane The vane geometry used in this study consisted of four 10 mm thick blades around a cylindrical shaft of 120 mm The blade height was 60 mm and the vane diameter was 250 The gap between the rotating tool and the external cylinder was equal to 90 mm which is sufficiently large to avoid any scaling effect due to the size of the gravel (Dmax = 10 mm here) Tests were performed for four different resting times after mixing on different samples from the same Of course, working with the same batch does not allow for the distinction between the non-reversible evolution of the behavior due to the hydration of the cement particles and the reversible evolution of the behavior due to thixotropy [9] and [10] It can however be noted that the final age of the studied system ( from the beginning of the mixing step to the last vane test measurement) was of the order of 70 Although Jarny et [13] have recently shown, using MRI velocimetry, that a period of around 30 min exists, for which irreversible effects have not yet become significant compared to reversible ones, the final age of the system in the present study was over this However, no strong stiffening nor softening of the sample was visually spotted nor measured as it will be shown Finally, the data analysis proposed by Estellé et [14] was used for the yield stress The plate test The plate test appears to be a very convenient method to monitor the apparent yield stress evolution of a thixotropic material with It was first developed and used in [8] but more details about its application to other materials than cement can be found in [15] The device is composed of a plate rigidly attached below a The plate is lowered into a vessel containing the SCC ( F 2) The apparent mass of the plate is continuously monitored versus time by recording the balance output with a The balance measurements have an uncertainty of ± 01 The vessel was made of smooth PVC and was cylindrical with a diameter of 200 mm and 200 mm in The plate was placed along the cylinder During the tests, the vessel was filled with material to a height of 200 The plate used was 3 mm thick, 75 mm wide and 100 mm It was covered with sand paper with an average roughness of 200 µ The sand paper was used to avoid any slippage between the material and the plate [8] The distance between the plate and the vessel walls was large enough compared to the size of the constitutive particles that the material can be considered as homogeneous [16] and [17] The height H of the immersed portion of the plate was measured before the start of the To ensure that all tests start with the suspension in similar condition, vibration was applied (frequency of 50 Hz, amplitude of 5 mm) for 30 This step is critical in order to ensure tests Variations between tests performed on the same material in the same experimental conditions were then less than 5% -------------------------------------------------------------------------------- Full-size image (22K) F Schematic of the plate View Within Article The plate test analysis is based on the fact that the slight deformation of the cement paste under its own weight allows for the transfer of a part of this weight to the plate by the mobilization of a shear stress on the This shear stress is equal to the maximum value physically acceptable, which is the yield stress (more details were given in [8], [15], [16] and [17]) The variation in apparent yield stress with time can then be calculated from the measured apparent mass evolution of the plate with time using the following relation: (9)Δτ0(t)=gΔM(t)/2Swhere ΔM(t) is the measured variation in the apparent mass of the plate and S is the immerged Laboratory cylindrical formworks Two columns were simultaneously filled with the studied SCC The columns were made of the same PVC covered with the same sand paper as the plate The columns inner diameters were equal to 100 Each column was 1300 mm The thickness of the plastic wall was 3 A 25 mm diameter steel bar was introduced in the second column (F 3)
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%e5%9c%9f%e6%9c%a8%e5%b7%a5%e7%a8%8b给你个链接，自己下载吧
Civil engineering is a professional engineering discipline that deals with the design, construction, and maintenance of the physical and naturally built environment, including works such as bridges, roads, canals, dams and Civil engineering is the oldest engineering discipline after military engineering, and it was defined to distinguish non-military engineering from military It is traditionally broken into several sub-disciplines including environmental engineering, geotechnical engineering, structural engineering, transportation engineering, municipal or urban engineering, water resources engineering, materials engineering, coastal engineering, surveying, and construction Civil engineering takes place on all levels: in the public sector from municipal through to federal levels, and in the private sector from individual homeowners through to international History of civil engineeringCivil engineering is the application of physical and scientific principles, and its history is intricately linked to advances in understanding of physics and mathematics throughout Because civil engineering is a wide ranging profession, including several separate specialized sub-disciplines, its history is linked to knowledge of structures, materials science, geography, geology, soils, hydrology, environment, mechanics and other Throughout ancient and medieval history most architectural design and construction was carried out by artisans, such as stone masons and carpenters, rising to the role of master Knowledge was retained in guilds and seldom supplanted by Structures, roads and infrastructure that existed were repetitive, and increases in scale were One of the earliest examples of a scientific approach to physical and mathematical problems applicable to civil engineering is the work of Archimedes in the 3rd century BC, including Archimedes Principle, which underpins our understanding of buoyancy, and practical solutions such as Archimedes' Brahmagupta, an Indian mathematician, used arithmetic in the 7th century AD, based on Hindu-Arabic numerals, for excavation (volume) 土木工程是一门学科，专业工程的设计，施工和维护自然的物理和环境建设，包括桥梁，道路，河渠，堤坝和建筑物的工程协议。土木工程是最古老的军事工程后，工程学科，它被定义为区分军事工程非军事工程。这是传统分解成若干子学科包括环境工程，岩土工程，结构工程，交通工程，市政工程或城市，水资源工程，材料工程，海岸工程，测量，施工工程。土木工程需要在所有层次上进行：在从市政公用部门通过联邦的水平，并在私营部门，个别业主通过向国际公司土木工程的历史土木工程是物理和科学原理的应用，它的历史是错综复杂的联系在物理学和数学的了解整个历史的进步。由于土木工程是一个广泛的行业，包括一些独立的专门的子学科，它的历史是联系在一起的结构，材料科学，地理，地质，土壤，水文，环境，机械和其他领域的知识。在整个历史上最古老的和中世纪的建筑设计和施工进行了如石匠和木匠手艺，上升到建筑师的角色。知识是保留在很少的行会和进步所取代。构筑物，道路和基础设施存在的重复，并在规模上升的增量。对科学方法的物理和数学问题适用于土木工程最早的例子之一是阿基米德在公元前3世纪，包括阿基米德的原则，巩固我们的浮力的认识，如阿基米德螺旋切实可行的解决办法的工作。婆罗门，印度数学家，用在公元7世纪算法的基础上，印度教，阿拉伯数字，挖掘（卷）计算。