钢筋混凝土的高温性能试验及其计算（英文版）
出版时间：2011年版
内容简介
　　本书主要论述钢筋混凝土结构及其材料在不同温度—荷载史下的受力性能。通过混凝土和钢筋材料，以及梁、柱和超静定结构试件等的系列高温试验研究讨论了主要结果，分析了一般性规律，建立了材料的耦合热—力本构关系，给出了准确的理论分析和简化的实用计算方法。本书的研究成果可应用于混凝土结构的火灾温度场分析、抗火分析和设计，以及火灾后的损伤评估和事故处理。本书可用作研究生教材，也可供相关领域研究人员和工程技术人员参考使用。
目录
preface, xi
　introduction, xiii
　0.1 thermal problems in structural engineering, xiii
　0.2 harmfulness and resolution of structure after fire, xiv
　0.3 behavior characteristics of reinforced concrete structure atelevated
　temperature, xvi
　references, xvii
part i mechanical behavior of materials at elevatedtemperatures
　1 strength of concrete at elevated temperatures,
　　1.1 testing method and device,
　　1.2 compressive strength at elevated temperatures,
　　1.3 tensile strength at elevated temperatures,
　　conclusions,
　　references,
　2 deformation of concrete at elevated temperature,
　　2.1 deformation during heating and cooling,
　　2.2 compressive deformation and the stress-strain curve atelevated temperature,
　　2.3 stress-strain curves under repeated loading,
　　2.4 short time creep at elevated temperature,
　　conclusions,
　　references,
　3 temperature-stress paths and coupling constitutive relationofconcrete,
　　3.1 temperature-stress paths and deformation components,
　　3.2 compressive strength of concrete under differenttemperature-stress paths,
　　3.3 thermal strain under stress and transient thermalstrain,
　　3.4 coupling temperature--stress constitutive relation,
　　conclusions,
　　references,
　4 mechanical behavior and constitutive relation of reinforcementat elevated temperatures,
　　4.1 testing method and device,
　　4.2 tensile strength at elevated temperature,
　　4.3 tensile strain and stress-strain curve at elevatedtemperature,
　　4.4 thermal strain under stress,
　　conclusions,
　　references,
part ii temperature field on a cross section of a structuralmember
　5 temperature-time curve of fire and the equation of heconduction,
　　5.1 temperature-time curve of fire,
　　5.2 thermal behavior of materials,
　　5.3 equation of heat conduction,
　　conclusions,
　　references,
　6 theoretical analysis of the temperature field,
　　6.1 difference analysis,
　　6.2 combined finite element and difference analysis,
　　6.3 computing program and an experimental demonstration,
　　conclusions,
　　references,
　7 calculation charts for a temperature field on a cross se
　　7.1 basic assumptions and application conditions,
　　7.2 slabs with one surface exposed to fire,
　　7.3 beams and columns with three surfaces exposed to fire,
　　7.4 square columns with four surfaces exposed to fire,
　　7.5 square columns with two adjacent surfaces exposed tofire,
　　conclusions,
part iii mechanical behavior of members and structures at elevatedtemperatures
　8 behavior of flexural members at elevated temperatures,
　　8.1 testing method and device for structural members,
　　8.2 mechanical behavior at elevated temperature,
　　8.3 mechanical behavior under different heating-loadingconditions,
　　conclusions,
　　references,
　9 behavior of compressive members at elevated temperatures,
　　9.1 central .... compressive column with three surfaces exposedto high temperature,
　　9.2 eccentric compressive columns with three surfaces exposed tohigh temperature,
　　9.3 eccentric compressive columns with three surfaces exposed tohigh temperature under different conditions,
　　9.4 eccentric compressive column with two adjacent surfacesexposed to high temperature'
　　conclusions,
　　references,
　10 behavior of statically indeterminate structures at elevatedtemperatures,
　　10.1 investigation of content and testing methods,
　　10.2 behavior of a continuous beam at elevatedtemperatures,
　　10.3 behavior of frames at elevated temperatures,
　　conclusions,
　　references,
part iv theoretical analysis and practical calculation method
　11 general mechanical characteristics of inhomogeneoussections,
　　11.1 structural members of inhomogeneous sections in engineeringpractice
　　11.2 mechanical character points on a section,
　　11.3 analytical solution of linear elastic material,
　　conclusions,
　　references,
　12 finite element analysis of the loading history forstructures
　　12.1 basic assumptions and constitutive relations ofmaterials,
　　12.2 incremental format of the constitutive relation of asection,
　　12.3 finite element analysis of a structure,
　　12.4 comparison between the theoretical calculations and theexperimental data,
　　conclusions,
　　references,
　13 practical calculation methods for the ultimate strength ofmembers and structures at elevated temperature,
　　13.1 basic assumptions and determination of equivalentsection,
　　13.2 central compressive members with periphery exposed to hightemperature,
　　13.3 flexural members,
　　13.4 eccentric compressive members, 274r
　　13.5 statically indeterminate structures,
　　conclusions,
　　references,
　14 fire resistance analysis and damage grade evaluation of astructure,
　　14.1 problems of fire resistance analysis in structuralengineering,
　　14.2 evaluation of the fire damage grade of a structuralmember,
　　14.3 practical example of fire resistance anai gradeevaluation,
conclusions,
references,
index,