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大體積混凝土溫度應(yīng)力與溫度控制

大體積混凝土溫度應(yīng)力與溫度控制

定 價(jià):¥180.00

作 者: 朱伯芳 著
出版社: 清華大學(xué)出版社
叢編項(xiàng):
標(biāo) 簽: 建筑 建筑結(jié)構(gòu) 建筑科學(xué)

ISBN: 9787302362579 出版時(shí)間: 2014-05-01 包裝: 平裝
開本: 16開 頁數(shù): 500 字?jǐn)?shù):  

內(nèi)容簡介

  大體積混凝土結(jié)構(gòu),體積巨大,通常不配置鋼筋,由混凝土本身承受拉應(yīng)力。拉應(yīng)力主要由溫度變化引起,因此控制溫度應(yīng)力是大體積混凝土結(jié)構(gòu)設(shè)計(jì)和施工的一個(gè)重要問題。以混凝土壩為例,體積巨大,分層施工,建造周期長達(dá)數(shù)年,受環(huán)境溫度變化和施工過程影響,壩體溫度應(yīng)力變化十分復(fù)雜,過去無法計(jì)算,實(shí)際上是“無壩不裂”。《大體積混凝土溫度應(yīng)力與溫度控制》介紹了作者建立的混凝土溫度應(yīng)力和溫度控制的完整理論體系,包括重力壩、拱壩、水閘、船塢、隧洞、澆筑塊、地基梁等各種大體積混凝土結(jié)構(gòu)溫度場和應(yīng)力場的精細(xì)計(jì)算方法,控制溫度防止裂縫的技術(shù)措施和設(shè)計(jì)與施工準(zhǔn)則。在該理論指引下,我國已在世界上首次建成數(shù)座無裂縫混凝土壩,證明這一套理論是正確而切實(shí)可行的。在壩工技術(shù)上取得了比較重要的成就,曾先后獲得國家自然科學(xué)獎(jiǎng)、國家科技進(jìn)步獎(jiǎng)和國際大壩會(huì)議榮譽(yù)獎(jiǎng)。

作者簡介

暫缺《大體積混凝土溫度應(yīng)力與溫度控制》作者簡介

圖書目錄

About the Author
1 Introduction
2 Conduction of Heat in Mass Concrete, Boundary Conditions, and Methods of Solution
3 Temperature Field in the Operation Period of a Massive Concrete Structure
4 Placing Temperature and Temperature Rise of Concrete Lift due to Hydration Heat of Cement
5 Natural Cooling of Mass Concrete
6 Stress-Strain Relation and Analysis of Viscoelastic Stress of Mass Concrete
7 Thermal Stresses in Fixed Slab or Free Slab
8 Thermal Stresses in Concrete Beams on Elastic Foundation
9 Finite Element Method for Computing Temperature Field
10 Finite Element Method for Computing the Viscoelastic Thermal Stresses of Massive Concrete Structures
11 Stresses due to Change of Air Temperature and Superficial Thermal Insulation
12 Thermal Stresses in Massive Concrete Blocks
13 Thermal Stresses in Concrete Gravity Dams
14 Thermal Stresses in Concrete Arch Dams
15 Thermal Stresses in Docks, Locks, and Sluices
16 Simulation Analysis, Dynamic Temperature Control, Numerical Monitoring, and Model Test of Thermal Stresses in Massive Concrete Structures
17 Pipe Cooling of Mass Concrete
18 Precooling and Surface Cooling of Mass Concrete
19 Construction of Dam by MgO Concrete
20 Construction of Mass Concrete in Winter
21 Temperature Control of Concrete Dam in Cold Region
22 Allowable Temperature Difference, Cooling Capacity, Inspection and Treatment of Cracks, and Administration of Temperature Control
23 Key Principles for Temperature Control of Mass Concrete
Appendix: Unit Conversion
References
Index

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