基于广义岭回归模型的混凝土配合比可靠性优化设计

R. Aggarwal, Maneek Kumar, R. Sharma, M. Sharma
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引用次数: 4

摘要

针对混凝土配合比设计过程中的不确定性,提出了基于可靠性的设计优化模型。优化问题的表述方式是,在给定目标可靠性的条件下,使受混凝土抗压强度约束的混凝土成本最小化,从而确定具有随机特征的概率混凝土拌和输入参数。本文探讨了基于普通最小二乘回归(OLSR)、传统岭回归(TRR)和广义岭回归(GRR)技术的线性和二次模型,以选择最佳模型来明确表示混凝土的抗压强度。采用全二次GRR模型,采用顺序优化和可靠性评估(SORA)方法求解RBDO模型。在较宽的目标抗压强度范围内,可靠性水平分别为0.90、0.95和0.99。并给出了基于安全系数的确定性设计优化(DDO)方案。研究表明,确定性优化设计具有成本效益,但提出的RBDO模型提高了设计性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Reliability based design optimization of concrete mix proportions using generalized ridge regression model
This paper presents Reliability Based Design Optimization (RBDO) model to deal with uncertainties involved in concrete mix design process. The optimization problem is formulated in such a way that probabilistic concrete mix input parameters showing random characteristics are determined by minimizing the cost of concrete subjected to concrete compressive strength constraint for a given target reliability.  Linear and quadratic models based on Ordinary Least Square Regression (OLSR), Traditional Ridge Regression (TRR) and Generalized Ridge Regression (GRR) techniques have been explored to select the best model to explicitly represent compressive strength of concrete. The RBDO model is solved by Sequential Optimization and Reliability Assessment (SORA) method using fully quadratic GRR model. Optimization results for a wide range of target compressive strength and reliability levels of 0.90, 0.95 and 0.99 have been reported. Also, safety factor based Deterministic Design Optimization (DDO) designs for each case are obtained. It has been observed that deterministic optimal designs are cost effective but proposed RBDO model gives improved design performance.
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