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標(biāo)題: Titlebook: Early-age Cracking Control on Modern Concrete; Dejian Shen Book 2024 Science Press 2024 Early Age.Restrained Condition.Chemical Admixture. [打印本頁]

作者: 萌芽的心    時(shí)間: 2025-3-21 18:34
書目名稱Early-age Cracking Control on Modern Concrete影響因子(影響力)




書目名稱Early-age Cracking Control on Modern Concrete影響因子(影響力)學(xué)科排名




書目名稱Early-age Cracking Control on Modern Concrete網(wǎng)絡(luò)公開度




書目名稱Early-age Cracking Control on Modern Concrete網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Early-age Cracking Control on Modern Concrete被引頻次




書目名稱Early-age Cracking Control on Modern Concrete被引頻次學(xué)科排名




書目名稱Early-age Cracking Control on Modern Concrete年度引用




書目名稱Early-age Cracking Control on Modern Concrete年度引用學(xué)科排名




書目名稱Early-age Cracking Control on Modern Concrete讀者反饋




書目名稱Early-age Cracking Control on Modern Concrete讀者反饋學(xué)科排名





作者: ANTH    時(shí)間: 2025-3-21 23:15

作者: Anguish    時(shí)間: 2025-3-22 02:28
g control of modern concrete.Numerous test results based on .This monograph is written based on the author‘s extensive research over the last decade on the assessment and control of cracking of early-age concrete. The technique of crack control of modern concrete at early age is further developed th
作者: 自然環(huán)境    時(shí)間: 2025-3-22 06:28

作者: 公司    時(shí)間: 2025-3-22 11:02
Erhebungs- und Auswertungsmethodik,le Young’s modulus were proposed. The results showed that the addition of fly ash increased the cracking resistance of high performance concrete under both circumferential restrained condition and uniaxial restrained condition.
作者: Psychogenic    時(shí)間: 2025-3-22 13:44
https://doi.org/10.1007/978-3-662-26565-9s proposed. The addition of 3D hooked-end steel fiber increased the cracking resistance of concrete. The increase in curing temperature decreased the cracking resistance of 3D hooked-end steel fiber reinforced high strength concrete.
作者: Psychogenic    時(shí)間: 2025-3-22 19:16

作者: 凹槽    時(shí)間: 2025-3-22 23:23

作者: 不法行為    時(shí)間: 2025-3-23 04:05
Early-age Cracking Control on Concrete with Fly Ash,le Young’s modulus were proposed. The results showed that the addition of fly ash increased the cracking resistance of high performance concrete under both circumferential restrained condition and uniaxial restrained condition.
作者: Epidural-Space    時(shí)間: 2025-3-23 07:21

作者: Diatribe    時(shí)間: 2025-3-23 10:39
Early-age Cracking Control on Concrete with MgO Compound Expansive Agent,ep of concrete increased with increasing dosage of MgO compound expansive agent. The rate of tensile stress and cracking failure potential of concrete evaluated by integrated criterion decreased with increasing dosage of MgO compound expansive agent when the dosage was not more than 4%, but increased with increasing dosage from 4% to 6%.
作者: Acetaminophen    時(shí)間: 2025-3-23 16:03

作者: Nibble    時(shí)間: 2025-3-23 18:01
Die Janusk?pfigkeit der Religionen investigated. The results showed that 5D hooked-end fibers not only enhanced strength and reduced shrinkage, but also significantly improved early-age cracking resistance of high strength concrete under both circumferential and uniaxial restrained conditions.
作者: 古董    時(shí)間: 2025-3-24 00:34

作者: 粗語    時(shí)間: 2025-3-24 02:50
Early-age Cracking Control on Concrete with 5D Hooked-End Steel Fiber, investigated. The results showed that 5D hooked-end fibers not only enhanced strength and reduced shrinkage, but also significantly improved early-age cracking resistance of high strength concrete under both circumferential and uniaxial restrained conditions.
作者: Thyroxine    時(shí)間: 2025-3-24 07:14

作者: 欲望    時(shí)間: 2025-3-24 13:20
,Diagnose Krebs – was hei?t das eigentlich?,eep properties such as basic tensile creep, tensile creep coefficient, and specific tensile creep, (5) the evaluation on the cracking resistance of concrete under circumferential restrained condition, and (6) the evaluation on the cracking resistance of concrete under uniaxial restrained condition.
作者: 設(shè)施    時(shí)間: 2025-3-24 16:48
Meine Myelogenetische Hirnlehrehe water-to-cement ratio. Increasing the water-to-cement ratio caused the decrease of development rate of the residual stress and the increase of cracking resistance of concrete. The cracking resistance of concrete under 20 ℃ was better than that under 45 ℃ and adiabatic condition.
作者: Outmoded    時(shí)間: 2025-3-24 20:11
https://doi.org/10.1007/978-3-663-02695-2blast furnace slag decreased the cracking stress, temperature drop, cracking resistance of early-age concrete. The autogenous shrinkage of high performance concrete increased with the increasing ground granulated blast furnace slag replacement.
作者: 創(chuàng)新    時(shí)間: 2025-3-25 00:26

作者: anniversary    時(shí)間: 2025-3-25 03:24

作者: 善于    時(shí)間: 2025-3-25 11:05

作者: Overstate    時(shí)間: 2025-3-25 14:27

作者: Palate    時(shí)間: 2025-3-25 17:32

作者: 溝通    時(shí)間: 2025-3-25 22:37

作者: 屈尊    時(shí)間: 2025-3-26 01:17
https://doi.org/10.1007/978-3-642-41458-9shrinkage and basic tensile creep decreased with the increase of shrinkage reducing admixture dosages. The incorporation of shrinkage reducing admixture delayed the cracking age of high strength concrete, and the cracking resistance of high strength concrete increased as the shrinkage reducing admixture dosages increased.
作者: Keratectomy    時(shí)間: 2025-3-26 07:02

作者: Eructation    時(shí)間: 2025-3-26 11:52
Techniques and Methods for Evaluating the Early-age Cracking Resistance of Modern Concrete,eep properties such as basic tensile creep, tensile creep coefficient, and specific tensile creep, (5) the evaluation on the cracking resistance of concrete under circumferential restrained condition, and (6) the evaluation on the cracking resistance of concrete under uniaxial restrained condition.
作者: 不能根除    時(shí)間: 2025-3-26 13:30
Evaluation on Early-age Cracking Resistance of Concrete,he water-to-cement ratio. Increasing the water-to-cement ratio caused the decrease of development rate of the residual stress and the increase of cracking resistance of concrete. The cracking resistance of concrete under 20 ℃ was better than that under 45 ℃ and adiabatic condition.
作者: 豎琴    時(shí)間: 2025-3-26 18:39

作者: 哎呦    時(shí)間: 2025-3-27 01:03
Early-age Cracking Control on Concrete with Silica Fume,early mechanical properties, it also increased autogenous shrinkage and tensile creep under uniaxial restrained condition, thereby decreasing early-age cracking resistance as increase of silica fume dosages.
作者: Ancestor    時(shí)間: 2025-3-27 02:45

作者: 載貨清單    時(shí)間: 2025-3-27 07:18
Early-age Cracking Control on High Strength Concrete with Polyvinyl Alcohol Fibers,d with polyvinyl alcohol fiber proportion increasing. Relaxed stress of high strength concrete increased as polyvinyl alcohol fiber proportion increased. The early-age compressive creep and tensile creep of high strength concrete increased with increasing polyvinyl alcohol fiber proportion.
作者: EXCEL    時(shí)間: 2025-3-27 11:17

作者: drusen    時(shí)間: 2025-3-27 15:28

作者: BILE    時(shí)間: 2025-3-27 21:12

作者: theta-waves    時(shí)間: 2025-3-27 23:03

作者: braggadocio    時(shí)間: 2025-3-28 03:27

作者: 對(duì)待    時(shí)間: 2025-3-28 07:55

作者: bioavailability    時(shí)間: 2025-3-28 11:35
Techniques and Methods for Evaluating the Early-age Cracking Resistance of Modern Concrete,which relate to the cracking resistance of concrete is necessary. This chapter presented the computational theories, research methods, and the corresponding test apparatus for the parameters, including (1) the evaluation on?the internal relative humidity by digital resistance-based sensors, (2) the
作者: Certainty    時(shí)間: 2025-3-28 15:48

作者: 雄偉    時(shí)間: 2025-3-28 19:38
Early-age Cracking Control on Concrete with Fly Ash,. However, the significant early-age shrinkage of high performance concrete and high strength concrete with low water-to-cement ratio induces high cracking potential. Fly ash can be used as a mineral admixture of high performance concrete and reduce autogenous shrinkage and dry shrinkage. In this ch
作者: Iatrogenic    時(shí)間: 2025-3-28 23:16

作者: FISC    時(shí)間: 2025-3-29 06:57
Early-age Cracking Control on Concrete with Silica Fume, compressive strength, elastic modulus, and durability through pozzolanic activity. However, addition of silica fume can lead to great autogenous shrinkage, reduced workability, and high early-age cracking potential under restrained conditions. In this chapter, the effects of silica fume dosages on
作者: amorphous    時(shí)間: 2025-3-29 09:59

作者: corpuscle    時(shí)間: 2025-3-29 11:34

作者: aristocracy    時(shí)間: 2025-3-29 18:57

作者: 極端的正確性    時(shí)間: 2025-3-29 20:14

作者: Hyperalgesia    時(shí)間: 2025-3-30 00:01
Early-age Cracking Control on High Strength Concrete with Nano-CaCO3,CaCO. is relatively suitable nanomaterial incorporated in concrete for improving early-age performance. In this chapter, early-age cracking control on high strength concrete with nano-CaCO. was investigated. The results showed that compressive strength, splitting tensile strength, and elastic modulu
作者: certitude    時(shí)間: 2025-3-30 06:02
Early-age Cracking Control on High Strength Concrete with Crystalline Admixture,for decreasing the permeability of concrete or strengthening the self-sealing of cracks. In this chapter, the effect of crystalline admixture on early-age cracking resistance of high strength concrete was investigated. The results showed that the addition of crystalline admixture enhanced the mechan
作者: FLIC    時(shí)間: 2025-3-30 11:47
Early-age Cracking Control on Concrete with MgO Compound Expansive Agent,n well compensate for the shrinkage of concrete at early hydration stage and later age. In this chapter, early-age cracking control on concrete through MgO compound expansive agent was investigated. The results showed that the early-age autogenous shrinkage was effectively compensated with the addit
作者: 鎮(zhèn)壓    時(shí)間: 2025-3-30 14:59

作者: NEXUS    時(shí)間: 2025-3-30 17:29

作者: Truculent    時(shí)間: 2025-3-30 22:50
Early-age Cracking Control on Concrete with Reinforcing Bars,ated by other constraints. In this chapter, early-age cracking control on concrete with reinforcing bars is investigated. The results showed that the bond strength between reinforcing bars and high strength concrete increased with the increase of concrete age and concrete strength. The slip correspo
作者: 修飾語    時(shí)間: 2025-3-31 04:49

作者: amputation    時(shí)間: 2025-3-31 08:13

作者: 寒冷    時(shí)間: 2025-3-31 09:52
https://doi.org/10.1007/978-3-540-89089-8oncrete is its susceptibility to cracking during early age, especially for concrete with a low water-to-cement ratio. Cracking will occur when the stress caused by the restrained shrinkage is greater than the tensile strength of concrete. This can lead to the introduction of aggressive deleterious s
作者: 橢圓    時(shí)間: 2025-3-31 16:33
,Diagnose Krebs – was hei?t das eigentlich?,which relate to the cracking resistance of concrete is necessary. This chapter presented the computational theories, research methods, and the corresponding test apparatus for the parameters, including (1) the evaluation on?the internal relative humidity by digital resistance-based sensors, (2) the
作者: 修剪過的樹籬    時(shí)間: 2025-3-31 18:27

作者: Obsequious    時(shí)間: 2025-4-1 00:52





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