Microstructure of Cement-Based Systems: Volume 370: Bonding and Interfaces in Cementitious MaterialsThis book continues the MRS series on characteristics and properties of cementitious materials. In Part I, recent advances in microstructure and related characterization of cementitious systems are the focus. Topics include: microstructures of "normal" cement systems; microstructure of 'unusual' cement systems; image analysis, modelling and fractal analysis applications; and assessment of pore structures. Part II features presentations on interfacial microstructures, as well as information on elastic and fracture properties, transport properties, and the effects of interfaces on fiber-reinforced systems. |
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Page 154
... strength ( mainly in compression ) was measured between 1 hour and as much as 180-270 days after paste setting . The ... yield strength , in contrast to PC pastes . The GF pastes set very fast after a period of workability , and initial ...
... strength ( mainly in compression ) was measured between 1 hour and as much as 180-270 days after paste setting . The ... yield strength , in contrast to PC pastes . The GF pastes set very fast after a period of workability , and initial ...
Page 289
... Yield Stress , P1 ( 4 ) ( Pa ) 107 106 Strongly Flocculated 0.2 μm Strongly Flocculated 1.3 μm Weakly Flocculated 0.2 μm Weakly Flocculated 1.3 μm 105 104 ᄆ ------ 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 0.65 Volume Fraction , Figure 3 ...
... Yield Stress , P1 ( 4 ) ( Pa ) 107 106 Strongly Flocculated 0.2 μm Strongly Flocculated 1.3 μm Weakly Flocculated 0.2 μm Weakly Flocculated 1.3 μm 105 104 ᄆ ------ 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 0.65 Volume Fraction , Figure 3 ...
Page 520
... yield strength , but unlike steel fiber , they have lower elastic moduli and transverse strengths than cementitious materials . Therefore , the interfacial damage mechanism of polymeric fiber - mortar is different from that of steel ...
... yield strength , but unlike steel fiber , they have lower elastic moduli and transverse strengths than cementitious materials . Therefore , the interfacial damage mechanism of polymeric fiber - mortar is different from that of steel ...
Contents
APPLICATION OF AUTOMATED IMAGE ANALYSIS TO | 3 |
A REEVALUATION OF HARDENED CEMENT PASTE | 13 |
AN APPROACH TO QUANTITATIVE IMAGE ANALYSIS | 23 |
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1995 Materials Research air voids andesite bond strength bulk cement paste C-S-H gel calcium calcium hydroxide carbonate cement paste cementitious chemical clinker composite compressive strength concentration Concr crack crystals cured curve debonding density diameter dielectric diffusion dynamic modulus effect elastic elastic moduli embedded length energy ettringite experimental fiber reinforced fibres fly ash fracture surface Garboczi grains groundmass hardened hydration products image analysis increase interfacial transition zone interfacial zone load Materials Research Society matrix measured microcracks microscope microstructure mixes modulus mortar observed parameters phase pore size distribution porosity porous portland cement portlandite Proc pullout rock samples sand scanning electron microscope shear shown in Figure shows silica fume solution specimens stress structure sucrose superplasticizer Symp Table tensile thaumasite thickness values volume fraction w/c ratio water-cement ratio wood fiber yarn zeolite