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彭志超1，羅勝利2，楊建榮1，羅云飛2
（1 昆明理工大學建筑工程學院， 昆明 650500；
2 中鐵二院昆明勘察設(shè)計研究院有限責任公司， 昆明 650000）
[摘要]根據(jù)平截面假定和靜力平衡條件，考慮砌體結(jié)構(gòu)不同的應(yīng)力-應(yīng)變關(guān)系，推導出蒸壓粉煤灰砌體柱受壓承載力計算公式。同時利用本文推導的公式求出承載力理論值，再與試驗數(shù)據(jù)進行比較，從數(shù)據(jù)的吻合度來驗證本文提出的計算方法。依據(jù)《砌體結(jié)構(gòu)設(shè)計規(guī)范》（GB 50003—2011）中的計算公式求出承載力理論值后，與試驗數(shù)據(jù)進行比較，運用此規(guī)范所求的承載力理論值是偏大的。這樣針對蒸壓粉煤灰砌體柱，此規(guī)范方法所計算的受壓承載力值被高估，造成不安全。
[關(guān)鍵詞]蒸壓粉煤灰； 砌體結(jié)構(gòu)； 受壓承載力； 應(yīng)力-應(yīng)變關(guān)系
中圖分類號： TU318 文獻標識碼： A 文章編號： 1002-848X(2015)S2-0500-04
Evaluation of compressive bearing capacity for autoclaved flyash-lime brick short column
Peng Zhichao1， Luo Shengli2， Yang Jianrong1， Luo Yunfei2
（1 Institute of Architectural Engineering of Kunming University of Science and Technology, Kunming 650500, China;
2 Kunming Survey, Design and Research Institute Co., Ltd. of CREEC, Kunming 650000, China）
Abstract: According to the assumption of plain section and equilibrium of static force, and considering different stress-strain relations of masonry structure, these formulas of the compressive bearing capacity of autoclaved flyash-lime brick column was deduced. At the same time, using the formula is deduced to calculate the theoretical value of bearing capacity, and then comparing the theoretical value with the experimental data, evaluating the method through checking the goodness fit between experimental data and the method selected. When compared theoretical value calculated according to code for design of masonry structures (GB 50003—2011) with experimental data, it was found that the theoretical date is larger than experimental data. So the compression capacity of autoclaved flyash-lime brick column based on the method provided by code is overestimated, which will lead insecurity.
Keywords: autocalved flyash-lime; masonry structure; compressive bearing capacity; stress-strain relation
作者簡介：彭志超，碩士，Email:842764996@qq.com。
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