Prediction of punching shear strength of HSC interior slab-column connections

被引：12
|
作者：
Elsanadedy, Hussein M. [1 ,2 ]
Al-Salloum, Yousef A. [1 ,2 ]
Alsayed, Saleh H. [1 ,2 ]
机构：
[1] King Saud Univ, Dept Civil Engn, Specialty Unit Safety Struct, Riyadh 11421, Saudi Arabia
[2] King Saud Univ, Dept Civil Engn, Specialty Unit Preservat Struct, Riyadh 11421, Saudi Arabia
来源：
KSCE JOURNAL OF CIVIL ENGINEERING | 2013年 / 17卷 / 02期
关键词：
punching shear strength; interior column connections; flat plates; high strength concrete; REINFORCED-CONCRETE SLABS; BEHAVIOR; LOADS;
D O I：
10.1007/s12205-013-1971-8
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Flat plate systems are widely used in reinforced concrete structures. Using of high-strength concrete has been common recently. In the current international codes of practice for concrete structures, the design methods for assessment of punching shear capacity are based on experimental data of flat plates with Normal-Strength Concrete (NSC). The aim of this research is to come up with new formula for punching shear resistance, consistent with data of flat plates made from High-Strength Concrete (HSC). Test results of 61 HSC interior slab-column connection specimens were collected from the literature. The available test results were not only compared with current code provisions but with equations proposed by other researchers as well. A new formula for predicting punching shear strength of HSC interior slab-column connections is proposed. An innovative design equation is also suggested.
引用
收藏
页码：473 / 485
页数：13
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