The Science and Technology of Civil Engineering MaterialsInnovative in approach, this book is a comprehensive, integrative exploration of the science and technology of construction materials that begins with a section on the structure and mechanical properties of materials. Begins with a discussion of the structure of materials (at a microscopic level), moves through mechanical properties, and follows-up with sections dealing individually with specific construction materials. A source of information for beginning and practicing civil engineers. |
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Results 1-3 of 87
Page 99
... effect , since in three - point bending only a very small volume of the beam is subjected to the maximum stress . In four - point bending , a much larger volume of material is sub- jected to the maximum stress . ( Indeed , even for four ...
... effect , since in three - point bending only a very small volume of the beam is subjected to the maximum stress . In four - point bending , a much larger volume of material is sub- jected to the maximum stress . ( Indeed , even for four ...
Page 133
... effect must be due , at least in part , to the growth of a crack , as governed by Eq . 6.18 , until it reaches the critical value , as defined by Eq . 6.19 . 6.5 ... Effect of Rate of Loading Static Fatigue, Effect of Loading Rate on Metals,
... effect must be due , at least in part , to the growth of a crack , as governed by Eq . 6.18 , until it reaches the critical value , as defined by Eq . 6.19 . 6.5 ... Effect of Rate of Loading Static Fatigue, Effect of Loading Rate on Metals,
Page 165
... effect is small within the nor- mal range of frequencies used for fatigue testing . At very high cycling rates , how ... effect on fatigue life ( see Sec . 8.7.3 ) . Figure 8.15 Effect of operating speed on the fatigue strength Sec . 8.7 ...
... effect is small within the nor- mal range of frequencies used for fatigue testing . At very high cycling rates , how ... effect on fatigue life ( see Sec . 8.7.3 ) . Figure 8.15 Effect of operating speed on the fatigue strength Sec . 8.7 ...
Common terms and phrases
addition aggregate applied asphalt cement asphalt concrete atoms behavior bonding brittle carbon cause cell Chapter chemical completely components composition compression compressive stress considered construction continuous cooling corrosion crack creep crystal curve deformation depends described determined developed direction discussed dislocation ductile effect elastic energy engineering example factors failure fatigue fibers Figure forces fracture given glass grading grain hardness heat higher hydration important increase ions layer lead less limit liquid loading lower material matrix maximum measured mechanical metals mixture modulus molecules nature normal occur particles paste phase plane plastic polymer pores porosity portland cement properties range ratio reaction reduce relatively result shear shown in Fig shrinkage solid specimen steel strain strength stress structure surface Table temperature tensile tension tion usually volume wood yield
References to this book
Structural Engineering, Mechanics, and Computation: Proceedings of ..., Volume 2 Alphose Zingoni No preview available - 2001 |