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DP型烧结多孔黏土砖砌体基本力学性能试验研究

王秋维 史庆轩 何巍巍 周丽红 安赟刚

建筑结构学报2017,Vol.38Issue(12):122-130,9.
建筑结构学报2017,Vol.38Issue(12):122-130,9.DOI:10.14006/j.jzjgxb.2017.12.014

DP型烧结多孔黏土砖砌体基本力学性能试验研究

Experimental study on basic mechanical properties of DP-type fired perforated clay brick masonry

王秋维 1史庆轩 1何巍巍 1周丽红 2安赟刚3

作者信息

  • 1. 西安建筑科技大学土木工程学院,陕西西安710055
  • 2. 西安墙体材料设计研究院,陕西西安710061
  • 3. 咸阳市墙体材料革新与建筑节能办公室,陕西咸阳712000
  • 折叠

摘要

Abstract

The hole pattern and void ratio of DP-type fired perforated clay brick is different from that of ordinary perforated brick.To further determine the mechanical performance and deformation indexes,the static experiment on compressive and shear property of DP-type fired perforated clay brick masonry was carried,and the failure mechanism and failure characteristics were analyzed.The results show that the continuous seam is formed along the vertical direction for compressive specimens with high porosity.The compressive strength of DP1-type fired perforated brick masonry is lower than that of the DP2-type,and the variance coefficient of the DP1-type is larger too.The shear failure modes include single shear failure,double shear failure and compression failure of the brick,and the shear strength of DP1-type fired perforated brick masonry is higher than that of the DP2-type.The current code formulas were modified by using the least square method,based on which the recommended formulas for calculating average compressive strength and shear strength of DP-type fired perforated clay brick masonry were established.The calculation results show good agreement with test results.The design values of compressive strength and shear strength were derived.According to the constitutive model of reference,the calculation formulas of the stress-strain relationship and the elastic modulus were put forward,which coincide well with the experimental results.

关键词

烧结多孔砖砌体/静力试验/抗压强度/抗剪强度/力学性能指标

Key words

fired perforated brick masonry/static test/compressive strength/shear strength/mechanical performance index

分类

建筑与水利

引用本文复制引用

王秋维,史庆轩,何巍巍,周丽红,安赟刚..DP型烧结多孔黏土砖砌体基本力学性能试验研究[J].建筑结构学报,2017,38(12):122-130,9.

基金项目

国家自然科学基金项目(51478382),陕西省自然科学基础研究计划项目(2016JZ015,2017JM5089). (51478382)

建筑结构学报

OA北大核心CSCDCSTPCD

1000-6869

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