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简介
大体积混凝土结构，体积巨大，通常不配置钢筋 ，由混凝土本身承受拉应力。拉应力主要由温度变化 引起，因此控制温度应力是大体积混凝土结构设计和 施工的一个重要问题。以混凝土坝为例，体积巨大， 分层施工，建造周期长达数年，受环境温度变化和施 工过程影响，坝体温度应力变化十分复杂，过去无法 计算，实际上是“无坝不裂”。《大体积混凝土温度应力与温度控制》介绍了作者 建立的混凝土温度应力和温度控制的完整理论体系， 包括重力坝、拱坝、水闸、船坞、隧洞、浇筑块、地 基梁等各种大体积混凝土结构温度场和应力场的精细 计算方法，控制温度防止裂缝的技术措施和设计与施 工准则。在该理论指引下，我国已在世界上首次建成 数座无裂缝混凝土坝，证明这一套理论是正确而切实 可行的。在坝工技术上取得了比较重要的成就，曾先 后获得国家自然科学奖、国家科技进步奖和国际大坝 会议荣誉奖。
目录
Preface
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
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
大体积混凝土温度应力与温度控制
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