Applied Mechanics: An Elementary General Introduction to the Theory of Structures and Machines

الغلاف الأمامي
Macmillan and Company, 1895 - 630 من الصفحات
 

المحتوى

Straining Actions on the Bars of a Frame General Method of Reduction
75
Plane Motion in General Centrodes
79
41
82
Introductory Remarks
91
Mechanisms derived from the Slider Crank Chain
104
Double Slider Crank Chains
108
Screw Chains
113
Diagram of Velocities
120
CONNECTION OF TWO LOWER PAIRS
126
Shifting of Belts Fusee Chain
133
Augmentation of a Chain Trains of Wheels
140
68
144
75
155
BALANCED FORCES STATICS
179
Gordons Formula
180
180A Effects of Partial Fixture of the Ends of a Pillar
181
Energy Principle of Work
186
Collapse of Flues Examples
187
Periodic Motion of Machines
192
Mechanism of a DirectActing Engine Position of Piston
193
Partially Unbalanced Forces Principle of Work
198
SHEARING AND TORSION OF ELASTIC MATERIAL PAGE
201
49
210
Fluctuation of Speed Fly Wheels
219
110
229
ARTICLE PAGE
236
EFFICIENCY OF HIGHER PAIRING
249
Friction of Toothed Wheels and Cams
255
MACHINES IN GENERAL
262
REGULATORS AND METERS
270
Parabolic Governors
274
STRAINING ACTIONS ON THE PARTS OF A MACHINE
279
STIFFNESS AND STRENGTH OF MATERIALS
289
ARTICLE PAGE 147 Introductory Remarks
291
SIMPLE TENSION COMPRESSION AND BENDING OF PERFECTLY ELASTIC MATERIALS SECTION I TENSION AND COMPRESSION 148 ...
294
Work done in Stretching a Rod
296
Thin Pipes and Spheres under Internal Fluid Pressure
297
Remarks on Tension
299
Simple Compression
300
SIMPLE BENDING 153 Proof that the Stress at each Point varies as its Distance from the Neutral Axis
301
Determination of the Position of the Neutral Axis
304
Remarks on the Theory of Bending
306
Calculation of Moments of Inertia
307
Beams of I Section with Equal Flanges
308
Ratio of Depth to Span in I Beams
309
Beams of Uniform Strength
312
Unsymmetrical Bending
313
Examples
314
DEFLECTION AND SLOPE OF BEAMS 163 Deflection due to the Maximum Bending Moment
317
General Equation of Deflection Curve
318
Elementary Cases of Deflection and Slope
319
Beam propped in the Middle
320
Beam fixed at the Ends
321
Stiffness of a Beam
323
General Graphical Method
324
Examples of Graphical Method
325
Elastic Energy of a Bent Beam
327
Concluding Remarks
328
Examples
329
TENSION OR COMPRESSION COMPOUNDED WITH BENDING CRUSHING BY BENDING 173 General Formula for the Stress due to a Thrust o...
330
Remarks on the Application of the General Formula
332
Straining Actions due to Forces normal to the Section
333
Manner in which a Pillar crushes Formula for Lateral Deviation
336
Distinction between Tangential Stress and Normal Stress Equality of Tangential Stress on Planes at Right Angles
346
Tangential Stress equivalent to a Pair of Equal and Opposite Normal Stresses
347
Simple Distorting Stress
348
TORSION 184 Torsion of a Tube Round Shafts
349
186
353
SHEARING IN GIRDERS 188 Web of a Beam of I Section
359
Distribution of Shearing Stress on the Section of a Beam
361
Deflection due to Shearing
364
Effects of Insufficient Resistance to Shearing
365
Economy of Material in Girders
366
Joints and Fastenings Examples
369
Preliminary Remarks General Equation of Impact 359 361 364 365 366 367 369 CHAPTER XVI IMPACT AND VIBRATION
371
Augmentation of Stress by Impact in Perfectly Elastic Material
372
Sudden Application of a Load 372
374
Action of a Gust of Wind on a Vessel
375
Impact at High Velocities Effect of Inertia
376
Impact when the Limits of Elasticity are not exceeded Resilience
378
Free Vibrations of an Elastic Structure
380
Forced Vibrations
384
Examples of Fluctuating Loads
386
Augmentation of Stress by Fluctuation 203 Compound Vibrations CHAPTER XVII STRESS STRAIN AND ELASTICITY 378 380 384 386 389
389
Ellipse of Stress
393
Remarks on Shearing and Bending
406
Thick Hollow Cylinder under Internal Pressure
408
Strengthening of Cylinder by Rings Effect of great Pressures
412
394
413
Examples
414
MATERIALS STRAINED BEYOND THE ELASTIC LIMIT STRENGTH OF MATERIALS 217 Plastic Materials
416
Flow of Solids
418
Breaking down Point
421
Real and Apparent Strength of Ductile Metals
423
Increase of Hardness by Stress beyond the Elastic Limit
424
Correction of Indicator Diagram for Inertia of Reciprocating Parts
425
Bending beyond the Elastic Limit
427
Stretching of Cast Iron
429
Crushing of Rigid Materials
430
Breaking of Cast Iron Beams
431
Shearing and Torsion
432
Connection between Coefficients of Strength
434
Wöhlers experiments on Fluctuating Stress
437
Influence of Repetition on Elastic Limit
440
Impact
441
Factors of Safety and Coefficients of Working Strength
442
Values of Coefficients
444
Fibrous Materials Ropes
445
Tables of Strength
446
Principle of Similitude
450
Examples
452
Description of Plate VIII
454
TRANSMISSION AND CONVERSION OF ENERGY BY FLUIDS
455
Introductory Remarks
457
ELEMENTARY PRINCIPLES OF HYDRAULICS SECTION 1 INTRODUCTORY 240 Velocity due to a given Head
459
Hydraulic Resistances in General
462
Steady Flow through Pipes Conservation of Energy
465
MOTION OF AN UNDISTURBED STREAM 244 Distribution of Energy in an Undisturbed Stream Vortex Motion
467
Viscosity
469
Discharge from Large Orifices in a Vertical Plane
470
Similar Motions
472
HYDRAULIC RESISTANCES ARTICLE PAGE 248 Surface Friction in General
473
Discharge of Pipes
477
Open Channels
478
Virtual Slope of a Pipe
479
Bends in a Pipe Surface Friction
484
Summation of Losses of Head
486
PRINCIPLE OF MOMENTUM 256 Direct Impulse and Reaction
487
Oblique Action Curved Surfaces
488
Impulse and Reaction of Water in a Closed Passage
490
RESISTANCE OF DEEPLYIMMERSED BODIES 259 Eddy Resistance
491
Oblique Moving Plate
495
Pressure of a Current against an Obstacle
497
Examples First Series
498
Second Series
499
Preliminary Remarks
501
Hydraulic Pressure Machines in Steady Motion
503
Hydraulic Pressure Machines in Unsteady Motion
505
Examples of Hydraulic Pressure Machines
507
Hydraulic Brakes
508
Transmission of Energy by Hydraulic Pressure
511
Pumps
512
Description of Plates IX and X
515
Examples
516
IMPULSE AND REACTION MACHINES 270 Impulse and Reaction Machines in General
517
Angular Impulse and Momentum
520
Reaction Wheels
521
Turbine Motors
523
Turbine Pumps
527
Approximate Investigation of the Efficiency of a Centrifugal Iump
530
Limitation of Diameter of Wheel
532
Impulse Wheels
534
Equation of Steady Flow in a Rotating Casing
535
Similar Hydraulic Machines
537
ELASTIC FLUIDS 280 Preliminary Remarks
539
Transmitted Energy
541
Available Energy
542
Cycle of Operations in a Pneumatic Motor Mechanical Efficiency
543
ARTICLE PAGE
546
THERMODYNAMIC MACHINES
550
Compound Engines
557
Transmission of Energy by Compressed Air
564
Flow of Gases through Pipes
571
APPENDIX
585
Stiffness and Strength of Materials
595
396
601
397
602
398
604
Resistance and Propulsion of Ships
615
B ORGANIZATION OF THE CLASSES IN ENGINEERING AND NAVAL ARCHI
628

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الصفحة 69 - I that is, the magnitude is proportional to the square of the distance of the point from the end A.
الصفحة 165 - C be circles, this construction becomes that already considered when discussing the form of teeth for a wheel. This and the preceding method show clearly that the condition which the two profiles must always satisfy is that the common normal at the point of contact must always pass through the pitch point as already proved otherwise for the special case of wheel teeth. Not every pair of curves which satisfy the geometrical conditions could actually be used as profiles, either for centroids, or, in...
الصفحة 310 - Ex. 11, p. 372.) 161. Beams of Uniform Strength. — A beam of uniform strength is one in which the maximum stress is the same on all sections. For beams of the same transverse section throughout this can only be the case when the bending moment is uniform, but, by properly varying the section, it is possible to satisfy the condition however the bending moment vary. For this purpose we have only to consider the equation which must now be satisfied at all sections.
الصفحة 583 - Intensity. — The word STRESS has been adopted as a general term to comprehend various forces which are exerted between contiguous bodies, or parts of bodies, and which are distributed over the surface of contact of the masses between which they act.
الصفحة 313 - Suppose the skin and plate deck of an iron vessel to have the following dimensions at the midship section, measured at the middle of the thickness of the plates. Find the position of the neutral axis and moment of resistance to bending. Breadth 48' and total depth 24', the bilges being quadrants of 12
الصفحة 305 - The moment of inertia of an area about any axis is, therefore, determined by adding to the moment of inertia of the area about a parallel axis through the centre of gravity the product of the area into the square of the distance between the two axes. This theorem, together with previously quoted values of...
الصفحة xx - What are the conditions of a science? and when may any subject be said to enter the scientific stage ? I suppose when the facts of it begin to resolve themselves into groups ; when phenomena are no longer isolated experiences, but appear in connection and order ; when, after certain antecedents, certain consequences are uniformly seen to follow ; when facts enough have been collected to furnish a basis for conjectural explanation, and when conjectures have so far ceased to be utterly vague, that...
الصفحة 280 - ... carefully considered in the design. Suppose a crank which is rotating uniformly to be connected by a rod with a reciprocating piece such as a piston, but in the first instance let there be no steam admitted to the cylinder. When the piston is at the end of its stroke it is at rest, and has to be set in motion ; it consequently drags on the crank with a force which we have already investigated in Art. 109, p.
الصفحة 589 - Force is an action between two bodies, either causing or tending to cause change in their relative rest or motion.
الصفحة 87 - ... deep without a diagonal brace. The beam is loaded with 5 tons placed immediately over one of the vertical struts. Find the shearing force and bending moment at any point of the beam, supposing it jointed at the centre and the centre only. The thrust on each strut must be 2J tons ; therefore, curves of shearing force and bending moment for each half of the beam are the same as those for a beam 12 feet long loaded at a point 4 feet from one end with 2J tons. The problem should also be treated by...

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