標(biāo)題: Titlebook: Engineering Mechanics of Materials; B. B. Muvdi,J. W. McNabb Textbook 1991Latest edition Springer-Verlag New York Inc. 1991 concrete.defor [打印本頁] 作者: 稀少 時(shí)間: 2025-3-21 19:04
書目名稱Engineering Mechanics of Materials影響因子(影響力)
書目名稱Engineering Mechanics of Materials影響因子(影響力)學(xué)科排名
書目名稱Engineering Mechanics of Materials網(wǎng)絡(luò)公開度
書目名稱Engineering Mechanics of Materials網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Engineering Mechanics of Materials被引頻次
書目名稱Engineering Mechanics of Materials被引頻次學(xué)科排名
書目名稱Engineering Mechanics of Materials年度引用
書目名稱Engineering Mechanics of Materials年度引用學(xué)科排名
書目名稱Engineering Mechanics of Materials讀者反饋
書目名稱Engineering Mechanics of Materials讀者反饋學(xué)科排名
作者: 制造 時(shí)間: 2025-3-21 23:34 作者: 和音 時(shí)間: 2025-3-22 00:30
https://doi.org/10.1007/978-3-030-35407-7nce in the analysis of beams. These two effects are the induced stresses and the resulting deformations. Chapter 5 deals with the first of these two effects, the stresses induced in a beam, and the subject of deformations (or deflections) is dealt with in Chapter 6.作者: 被詛咒的人 時(shí)間: 2025-3-22 04:52 作者: septicemia 時(shí)間: 2025-3-22 08:54 作者: Iatrogenic 時(shí)間: 2025-3-22 14:25 作者: Iatrogenic 時(shí)間: 2025-3-22 17:03
Internal Forces in Members,n the construction of diagrams that reveal the variation of internal forces as functions of coordinates measured along member lengths. Equations and procedures are developed for the construction of axial force, torque, shear, and moment diagrams.作者: LATE 時(shí)間: 2025-3-22 22:11 作者: macular-edema 時(shí)間: 2025-3-23 01:44 作者: Spina-Bifida 時(shí)間: 2025-3-23 07:16 作者: RAGE 時(shí)間: 2025-3-23 10:07
4 Principal Stresses and Strains Associated with Torsion 173 4. 5 Analytical and Experimental Solutions for Torsion of Members of Noncircular Cross Sections 179 4. 6 Shearing Stress-Strain Properties 188 *4. 7 Computer Applications 195 5 Stresses in Beams 198 5. 1 Introduction 198 5. 2 Review of Pro作者: 雪上輕舟飛過 時(shí)間: 2025-3-23 15:23 作者: 使迷惑 時(shí)間: 2025-3-23 20:07
https://doi.org/10.1057/9781137376183damental concepts and equations of statics provide the necessary background for determination of these internal forces. The equations of equilibrium together with the free-body-diagram concept are used to determine internal forces in members subjected to applied force systems. Emphasis is placed upo作者: 可能性 時(shí)間: 2025-3-23 22:59 作者: Spongy-Bone 時(shí)間: 2025-3-24 05:42 作者: oxidant 時(shí)間: 2025-3-24 10:34
https://doi.org/10.1007/978-3-030-35407-7systems. These members are called upon to resist bending action that is usually produced either by loads that are perpendicular to the member (transverse loads) or by pure bending moments. Regardless of the way the beam is loaded, the resulting action leads to two effects that are of major significa作者: octogenarian 時(shí)間: 2025-3-24 11:19
Money for Nothing: When It Pays to Be Free,to repair, may occur in buildings. Shafts acting in bending may become misaligned in their bearings due to large deflections, resulting in excessive wear and possible malfunction. High-rise structures, which contain beam components, may deflect enough to cause psychological stress among the occupant作者: 規(guī)范要多 時(shí)間: 2025-3-24 16:14
https://doi.org/10.1007/978-94-007-1147-1e is the fact that in all of these problems, the force system (including applied as well as known and unknown reactive forces, torques, and moments) could be fully ascertained by satisfying the applicable equations of equilibrium. In most practical situations, however, members are subjected to force作者: 解開 時(shí)間: 2025-3-24 21:37
ansverse forces, to torques, and to bending moments as well as to combinations of these effects. In all instances, methods were developed to compute the stresses and deformations resulting from a given set of loading conditions.作者: 挑剔為人 時(shí)間: 2025-3-25 00:32 作者: 媒介 時(shí)間: 2025-3-25 04:34 作者: 和平主義 時(shí)間: 2025-3-25 10:47
https://doi.org/10.1007/978-3-319-04051-6in axially loaded members for cases in which the applied axial load was either a constant, or varied in some fashion along the length of the member. The concept of the axial force diagram was also developed to show the way the internal axial force in a member varies along the length of the member.作者: 輕浮女 時(shí)間: 2025-3-25 13:04
ansverse forces, to torques, and to bending moments as well as to combinations of these effects. In all instances, methods were developed to compute the stresses and deformations resulting from a given set of loading conditions.作者: Oafishness 時(shí)間: 2025-3-25 18:21
Stresses and Strains in Axially Loaded Members,in axially loaded members for cases in which the applied axial load was either a constant, or varied in some fashion along the length of the member. The concept of the axial force diagram was also developed to show the way the internal axial force in a member varies along the length of the member.作者: 拍翅 時(shí)間: 2025-3-25 21:55 作者: 做方舟 時(shí)間: 2025-3-26 03:18 作者: 金盤是高原 時(shí)間: 2025-3-26 06:10 作者: 男學(xué)院 時(shí)間: 2025-3-26 10:32 作者: THROB 時(shí)間: 2025-3-26 13:27 作者: grotto 時(shí)間: 2025-3-26 17:46 作者: 潛移默化 時(shí)間: 2025-3-26 21:31
Column Theory and Analyses,Members that resist axial or eccentric compression forces are found in many structures and machines, and the overall behavior of such columns or struts will be studied in this chapter. Local, torsional, and lateral buckling and the like, although quite important in engineering, are beyond the scope of this text.作者: 喃喃訴苦 時(shí)間: 2025-3-27 01:45
Selected Topics,Several topics of special practical interest have been chosen for inclusion in this chapter. The selection is by no means exhaustive, but it provides a concise treatment of an assortment of areas directly or indirectly related to the broad subject of mechanics of materials.作者: epicardium 時(shí)間: 2025-3-27 05:54 作者: Madrigal 時(shí)間: 2025-3-27 10:26 作者: Functional 時(shí)間: 2025-3-27 16:06
https://doi.org/10.1057/9781137434975aximum load continues to deflect under practically constant load. This concept restricts the discussion to ductile metals under static loading at ordinary temperatures. Once the calculations are completed, the component should safely withstand the service or working loads, which are much smaller tha作者: HAVOC 時(shí)間: 2025-3-27 20:49 作者: 煞費(fèi)苦心 時(shí)間: 2025-3-28 01:19
Analysis and Design for Inelastic Behavior,aximum load continues to deflect under practically constant load. This concept restricts the discussion to ductile metals under static loading at ordinary temperatures. Once the calculations are completed, the component should safely withstand the service or working loads, which are much smaller tha作者: 白楊 時(shí)間: 2025-3-28 02:37
Analysis and Design for Impact and Fatigue Loadings,oscopic) crack forms and propagates until a section of a given component is too weak to resist further cycles of loading. The resulting failure is termed a . and the associated cyclically repeated loadings are termed ..作者: insipid 時(shí)間: 2025-3-28 10:11
Textbook 1991Latest edition5 Beam Deflections-The Method of Superposition 290 6. 6 Construction of Moment Diagrams by Cantilever Parts 299 6. 7 Beam Deflections-The Area-Moment Method 302 *6. 8 Beam Deflections-Singularity Functions 319 *6. 9 Beam Deflections-Castigliano‘s Second Theorem 324 *6. 10 Computer Applications 332 7作者: Urgency 時(shí)間: 2025-3-28 11:27
ce 280 6. 5 Beam Deflections-The Method of Superposition 290 6. 6 Construction of Moment Diagrams by Cantilever Parts 299 6. 7 Beam Deflections-The Area-Moment Method 302 *6. 8 Beam Deflections-Singularity Functions 319 *6. 9 Beam Deflections-Castigliano‘s Second Theorem 324 *6. 10 Computer Applications 332 7978-1-4612-7764-4978-1-4612-3022-9作者: 托運(yùn) 時(shí)間: 2025-3-28 18:39 作者: 名字 時(shí)間: 2025-3-28 19:06
Stresses and Strains in Axially Loaded Members,in axially loaded members for cases in which the applied axial load was either a constant, or varied in some fashion along the length of the member. The concept of the axial force diagram was also developed to show the way the internal axial force in a member varies along the length of the member.作者: intuition 時(shí)間: 2025-3-29 02:10 作者: enterprise 時(shí)間: 2025-3-29 06:55
Stresses in Beams,systems. These members are called upon to resist bending action that is usually produced either by loads that are perpendicular to the member (transverse loads) or by pure bending moments. Regardless of the way the beam is loaded, the resulting action leads to two effects that are of major significa作者: agonist 時(shí)間: 2025-3-29 07:25
Deflections of Beams,to repair, may occur in buildings. Shafts acting in bending may become misaligned in their bearings due to large deflections, resulting in excessive wear and possible malfunction. High-rise structures, which contain beam components, may deflect enough to cause psychological stress among the occupant作者: 橡子 時(shí)間: 2025-3-29 13:50 作者: Bother 時(shí)間: 2025-3-29 15:53
Introduction to Component Design,ansverse forces, to torques, and to bending moments as well as to combinations of these effects. In all instances, methods were developed to compute the stresses and deformations resulting from a given set of loading conditions.作者: Popcorn 時(shí)間: 2025-3-29 23:05
Analysis and Design for Inelastic Behavior,o load capacity. In Chapter 10 computed stresses associated with service or working loads were compared to allowable stresses. These allowable stresses were determined by applying a factor of safety to some “ failure ” stress. Traditional designs of the past as well as much current engineering pract作者: Wallow 時(shí)間: 2025-3-30 01:38
Analysis and Design for Impact and Fatigue Loadings,t in dynamic analysis and design are considered: impact and fatigue loadings. For example, highway and railway bridges are subjected to impact loading as vehicles cross them and allowances for such loadings are made in their design. High-speed machines contain many moving parts that are subjected to作者: 鞠躬 時(shí)間: 2025-3-30 08:06 作者: 不確定 時(shí)間: 2025-3-30 09:21
Wien, der urbane Brennpunkt Mitteleuropas,“kin-altruism” and “reciprocal altruism” can ground cooperative behavior in animals. Analogously, we think that people are disposed to behave cooperatively at least with respect to their kin and, perhaps by a kind of extension, friends and other close group members and, in the case of moral people, 作者: 防水 時(shí)間: 2025-3-30 12:47 作者: corporate 時(shí)間: 2025-3-30 17:10
